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HomeMy WebLinkAboutHyalite Transmission Main - 2005 CONSTRUCTION DRAWINGS FOR BOZEMAN, MONTANA BOZEMAN WATER SUPPLY - HYALITE TRANSMISSION MAIN FEBRUARY 2005 1 0 MORRISON ENGINEERS SCIENTISTS SURJEYORS aWw PLANNERS CRY LAIMAIE RLE cw ,iI\c. SINCE 1945 / BOmAAN `� An S.np(ayvr Owed ce.nya<ny yVE6T aMIN STMUFFINE LANE 901 Tahnolagy Blvd. PE,Bar W57 Bal—n.I9T 59771 Kalispell,IIT 59904 Phone-(406)587-0721 Phme(1�6)752-2216 -_ Fax (406)587-1176 Fax::(106)752-2391 CWYWT L k4M%011 W[KLf,NC.,21100 u o-c L N Z J`�� NIalIal` x..i n. Q PROJECT ; 1W C ORD DRAw1 T��'y LOCATION ER J. UJX y LOCATION MAP Fs o`r �9 yFs>o S7�fVAt NO SCALE suwl*`11 cgFFk C, cr MORRISON o MAIFRI,T?, m APPROVED BY: PROJECT y Quality Assurance James R. Nickelson, P.E. AREA m Project Manager � c, i1it1�II a //"//Projrrl Marna - _ y F' / i� / �f� .; ` JAM R. ; MORRISON MAIERLE, INC. 4nior Trc6mcal ConsultaHl NICKEL SON W PROJECT NO. SET NUMBER m a No.9063 PE 2 of Nn. (Mee Manager proyal rSTfp 0417.040.01-010-0310 2004-0' V I CINITY M A P NORTH o Dale 0 m "o rlaF,erl Nnndarl �17 040 N SCALE < $ 0 e Bozeman Water Supply-Hyalite Transmission Main - ._ p !j �w = o 0 TREATMENT �;� z Located in a portion of Sections 1, 11, 12, 14, 23 T3S, R5E, & Sections 6, 7, T3S, R6F, P,M.M., 0 PLANT TWO 00 Gallatin County, Montana o _ Q IV,. OWN FR:City of 11—man,P.U.Box 1230,Bowman.MT 59771 V) C O a 1 r WWe �Uq ZS '=Z PS'\ s PROPOSED CONNECTION s a BUILDING s \ � Rao 0 z o = PROPOSED o WATER MAIN _ o ��1flf ffl: owl 4 SCALE g� HORIZ: 1" = 600' INDEX TO SHEETS 11x17 HORIZ: 1" = 1200' < a` SHEET Y GENERAL SHEET Y STRUCTURAL g 1 G-1 COVER SHEET 47 S-0 GENERAL STRUCTURAL NOTES 7' 2 G-2 MISCELLANEOUS LEGEND AND NOTES 48 S-1 INTAKE STRUCTURE-FOUNDATION PLAN Al • 3 G-3 STANDARD ABBREVIATIONS AND NOTES 49 S-2 INTAKE STRUCTURE-STRUCTURAL FLOOR PLAN _ _ 4 G-4 SURVEY CONTROL SHEET 1 50 S-3 INTAKE STRUCTURE-ROOF FRAMING PLAN ` OF 5 G-5 SURVEY CONTROL SHEET 2 51 S-4 I "'�gT rnuN sn>tuEFwe LANE STRUCTURE-FOUNDATION DETAILS 02C47 AA - a 6 G-6 SURVEY CONTROL SHEET 3 52 oaww e S-5 INTAKE STRUCTURE-FOUNDATION DETAILS �{ w 7 G-7 TRANSMISSION MAIN HORIZONTAL ALIGNMENT INFORMATION 53 S-6 INTAKE STRUCTURE-FOUNDATION DETAILS 3 54 5-7 INTAKE STRUCTURE-FOUNDATION DETAILS REA � INTAKE A 55 S-8 INTAKE STRUCTURE-ROOF FRAMING DETAILS m < 56 S-9 CONNECTION BUILDING-FOUNDATION/SLAB PLAN & DETAILS 8 I-1 PIPING PLAN 57 S-10 CONNECTION BUILDING-ROOF FRAMING PLAN AND SECTIONS a a 9 I-2 GRADING PLAN ` m 10 1-3 ACCESS ROAD PLAN, PROFILE AND DETAILS ELECTRICAL 11 1-4 INTAKE STRUCTURE-PLAN 12 I-5 INTAKE STRUCTURE-SECTIONS 58 E-1 ELECTRICAL ABBREVIATIONS, SYMBOLS, SCHEDULES Z 13 1-6 DETAILS - TRASH RACK SUPPORT FRAMING 59 E-2 INTAKE STRUCTURE ELECTRICAL SITE PLAN a 13A I-6A DETAILS - TRASH RACK SUPPORT FRAMING 60 E-3 INTAKE STRUCTURE POWER & LIGHTtNG PLAN ~ 14 1-7 DETAILS - TRASH RACKS AND SUPPORTS 61 E-4 CONNECTION BUILDING ELECTRICAL PLAN z 15 1-8 DETAILS - MANHOLES AND TRANSDUCERS 61A E1.0 TGE ELECTRICAL DRAWINGS 16 I-9 DETAILS - SECURITY FENCE AND HANDRAILS 618 E2.0 TGE ELECTRICAL DRAWINGS a 17 1-10 DETAILS - TURBIDITY CURTAIN a 18 1-11 DETAILS - FISH LADDER AND SPILLWAY REPAIR HVAC 4• ' - -� 19 1-12 DETAILS - FISH LADDER 20 1-13 MISCELLANEOUS DETAILS 62 H-1 INTAKE BUILDING-HVAC PLAN d Z 21 I-14 LANDSCAPE PLAN 63 H-2 CONNECTION BUILDING-HVAC PLAN Q �•�� 22 I-15 DEMOLITION PLAN SA 23 1-16 BYPASS AND SEQUENCING PLAN ARCHITECTURAL 'GA V) z TRANSMISSION MAIN 64 A-1 INTAKE STRUCTURE-FLOOR PLAN AND ROOF PLAN 0 �7MF O I- 65 A-2 INTAKE STRUCTURE-EXTERIOR ELEVATIONS °y 8ro V1 w 24 W-1 STA. 1+00 TO STA. 15+00 66 A-3 INTAKE STRUCTURE-BUILDING SECTION AND DETAILS '4m} �Fo Lj V) = o - - - 25 W-2 STA. 15+00 TO STA. 29+50 67 A-4 CONNECTION BUILDING-FLOOR PLAN AND ROOF PLAN AFE � V1 N 26 W-3 STA. 29+50 TO STA. 44+00 68 A-5 CONNECTION BUILDING-EXTERIOR ELEVATIONS k Q V) 27 W-4 STA. 44+00 TO STA 58+50 69 A-6 CONNECTION BUILDING-BUILDING SECTION AND DETAILS Q Uj r+ 28 W-5 STA. 58+50 TO STA. 73+00 > 29 W-6 STA. 73+00 TO STA. 87+50 PROCESS & INSTRUMENTATION Z O 30 W-7 STA. 87+50 TO STA. 102+00 U 31 W-8 STA. 102+00 TO STA. 116+00 70 IC-1 PROCESS & INSTRUMENTATION - LEGEND & NOTES Q i.- 32 W-9 STA. 116+00 TO STA. 130+00 71 IC-2 PROCESS & INSTRUMENTATION DIAGRAM W Q - - 33 W-10 STA. 130+00 TO STA. 144+50 O LJ 34 W-11 STA. 144+50 TO STA. 159+00 r r w .+ 35 W-12 STA. 159+00 TO STA. 173+00 O0 36 W-13 STA. 173+00 TO STA. 187+50 m L)) 37 W-14 STA. 187+50 TO STA. 202+00 PROJECT y 38 W-15 STA. 202+00 TO STA. 216+50 39 W-16 STA. 216+50 TO CONNECTION BUILDING AREA F z - 40 W-17 DETAILS Q 00 41 W-18 DETAILS � CONNECTION BUILDING W N O a 42 C-1 CONNECTION BUILDING - SITE PLAN m 43 C-2 CONNECTION BUILDING - GRADING PLAN 0 44 C-3 CONNECTION BUILDING - PLAN AND PROFILE PROJECT NO. 1 45 C-4 CONNECTION BUILDING - PIPING PLAN 0417.040 0 46 C-5 CONNECTION BUILDING - DETAILS INTAKE VICINITY MAP 51iEF NUMBER - RECORD DRAWING NO SCALE O NORTH DRAWING NUMBER O G- 1 w;p m0 - WIZ MATERIAL SYMBOLS TOPOGRAPHIC LEGEND MECHANICAL LEGEND AND NOTES PIPE AND FITTING SYMBOLS MISCELLANEOUS PIPING SYMBOLS ��oo GENERAL PIPING NOTES DOUBLE LINE 51NGI F LINE STRAINER J EXISTING PIPE(SCREENED) - - BOUNDARY AND/OR PROPERTY LINE _ -- SIGHT GLASS ¢w�� CONCRETE 1.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION NEW PIPE x z FENCE LINE POINTS, MINIMUM COVER SHALL BE 6'-6-UNLESS OTHERWISE FLEXIBLE(ELASTOMER)PIPE CONNECTION > iu10 EXISTING PIPE TO BE ABANDONED w a SHOWN. � GAUGE NTH COCK ~rc. EXISTING PIPE TO BE REMOVED EASEMENT LINE 2.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND THERMOMETER WELDED JOINT CMU PLAN TO ADJACENT STRAIGHT RUN OF PIPE,UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE SECTION LINE OR DEC LINE I GROOVED END JOINT - FLEXIBLE 2 �zoa wl�g THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. EEO � ROTAMETER � CENTERLINE (?) 3. LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS --- 1 GROOVED END JOINT - RIGID cA+u sEcnoN �� r W w n ¢ SHOWN IS ONLY APPROXIMATE.FINAL SUPPORT REQUIREMENTS [n 1--� GALVANIC ANODE zo SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE `J Qo�= BT BURIED TELEPHONEEE"-- 1 FLANGED JOINT _ ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL X% AIR SET BE AS SPECIFIED. E' MECHANICAL JOINT XX I SUPPLY PRESSURE B PSIG METAL STUD WALL PLAN ROAD (EDGE OF EXISTING PAVEMENT) �� 4. APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED p5 TYPICAL INSTRUMENT SYMBOL ., EXISTING CULVERT WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL E (R BBER CASKET PUSOT H-ON) 26-1-2 (SEE $C LEGEND) O FOUND MONUMENT BOX 5. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL - BALL JOINT WATER BLOW OFF VALVE $ o m BE PROVIDED WITH THRUST TIES,BLOCKS, ANCHORS.UNLESS STUD WALL PLAN OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATE FOR t{ R r o p HORIZONTAL/VERTICAL CONTROL POINT TEST PRESSURES SPECIFIED. FLANGE COUPLING ADAPTER �i FIRE HYDRANT FLEXIBLE COUPLING �� CATHODIC PROTECTION TEST STATION CONTROL POINT 6. SYMBOLS.LEGENDS.AND PIPE USE IDENTIFICATIONS SHOWN CATHODIC PROTECTION ANODE �n MASONRY VENEER SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS,WHEREVER per_ _-- � FLEXIBLE COUPLING WITH APPLICABLE. ALL OF THE VARIOUS APPLICATIONS ARE NOT � J THRUST TIES �- FILTER COORDINATE POINT NECESSARILY USED IN THE PROJECT. + STEEL BELLOWS BORING LOCATION AND NUMBER. SEE Z. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. EXPANSION JOINT N GYPSUM WALL BOARD B 1 SPECS FOR BORING LOGS. ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED,EXCEPT ELASTOMER BELLOWS m uC'i „32+00 WELDED,GROOVED END OR SCREWED PIPING,SHALL BE �� EXPAN90N JOINT SURVEY HUB AND TACK WITH STATION PROVIDED WITH THRUST PROTECTION AT ALL DIRECTION 7 r v CHANGES.UNLESS OTHERWISE NOTED.SEE THRUST DETAILS AND �; ELBOW UP 0 U.S. GOVERNMENT BOUNDARY MARKER. NOTES ON DRAWINGS. i' RIGID INSULATION FOUND C.O.E. BRASS CAP STAMPED W/NO. ELBOW DOWN B. WHERE A GROOVED END COUPLING IS SHOWN,IT SHALL BE THE C� &BM-2 BENCHMARK LOCATION AND NUMBER OR RIGID JOINT TYPE,UNLESS OTHERWISE SPECIFIED. WHERE A EASEMENT CORNER REBAR FLANGED COUPLING ADAPTOR IS SHOWN, A STANDARD FLANGE �� TEE UP w or'w m POINT OF INTERSECTION, SET 5 8 18� SHALL BE JOINED TO THE COUPLING ADAPTOR_ PIPE AND FITTING END PATTERNS rog z'g BATT INSULATION O REBAR W/L.S. CAP STAMPED `C-329 �� TEE DOWN zuja 9. VALVE BOXES REQUIRED FOR ALL VALVES IN A BURIED SERVICE - 8 BELL �nN pP-3 PIEZOMETER LOCATION AND NUMBER � S SPIGOT �^ 10.NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY7._. .�� LATERAL UP i X 1000 EXISTING GRADE APPROXIMATE. PROVIDE ALL UNIONS NECESSARY TO FACILITATE aT F FLANGE gg PLYWOOD CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. E) LATERAL DOWN PE PLAIN END $ 01000 FINISH GRADE 11. THE CONTRACTOR FOR THIS CONTRACT IS RESPONSIBLE FOR GE GROOVED END R THE COORDINATING AND PERFORMING THE CONNECTION OF THE CONCENTRIC REDUCER 42.6 ELEVATION ORIGINAL GROUND PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS MJ MECHANICAL JOINT W m" STEEL CONTRACT TO BOTH THE EXISTING PIPING AND FACILITIES AND TO THE WORK OF OTHER CONTRACTORS, AS NOTED. - —M ECCENTRIC REDUCER PO PUSH-ON g'o EDGE OF TREES, BRUSH E -CIF— UNION F W I ® WOOD, ROUGH CONTINUOUS ' 12� EXISTING TREE W/ APPROX. TRUNK DIAMETER �I BLIND FLANGE ~, ~ EXAMPLE, MJ PE COI��1 E & © BUSH —4 PLUG NEW TREE AS SPECIFIED CAP o WOOD, ROUGH NON-CONTINUOUS 4 a ANCHOR a v-v SIGN, ONE POST OR TWO POST l - ELBOW 90 DEGREE WOOD, FINISHED (ID EXISTING MANHOLE +� I _I �I ® NEW MANHOLE -4- CROSS d e EXISTING UTILITY OR TELEPHONE POLE TEE 3 f GROUND SURFACE T� ' 1, NEW UTILITY OR TELEPHONE POLE m m m �•�7 0 ELBOW 45 DEGREE � � o ACOUSTICAL TILE DITCH SHOWING DIRECTION OF FLOW VALVE DESIGNATIONS 2 o m µ111U1LLiLliiTiill� CREEK/RIVER W/DIRECTION OF FLOW III Ill LATERAL CONTROL VALVES: OR DESIGNATION Q ALL VALVES AS ARCHITECTURAL LEGEND EXISTING CONTOUR SHOWN ON P&IDs, X=PROCESS VARIABLE ACTIVE t0001 NEW CONTOUR FLOW DIRECTION 1,T�ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE O VALVE SYMBOL LINE FITTINGS, FITTINGS WITH OTHER END PATTERNS ARE SHOWN INACTNE SIMILARLY ON THE CONSTRUCTION DRAWINGS. ALSO SEE PIPING INDICATES PAIR OF DOORS EXISTING STRUCTURE TO BE REMOVED ' SPECIFICATIONS. MANUAL VALVES: 2.SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC F-J DOOR NUMBER EXISTING STRUCTURE • ONLY.REFER TO PIPING SPECIFICATIONS FOR SPECIFIC END _ O O CONNECTIONS FOR SINGLE LINE PIPE AND FITTINGS. EL Q Z 8 V4DO 3. EXISTING PIPE AND EQUIPMENT IS SHOWN LIGHT-LINED AND/OR WINDOW TYPE O F EXISTING A.C. PAVEMENT • SIZE OF VALVE-� J I SCREENED AND IS NOTED AS EXISTING- NEW PIPING AND V) Z Q A24 DWG. NO. WINDOW � EQUIPMENT IS SHOWN HEAVY LINED. ELEV. OCCURS ON VALVE DESIGNATIO O_ NEW A.C. PAVEMENT ' VALVE TYPE, SEE 4,UNDERGROUND PIPING MAY BE SHOWN DASHED ON MECHANICAL CY N Z 103 ROOM NUMBER SPECIFICATIONS DRAWINGS. � 5 (w0 \ o NOTE INDICATOR Oj GRAVEL SURFACE ' Q w > Q J DETAIL/SECTION REFERENCES > (if N CONCRETE WALK Z ~ :D u 0 LL ACCESS HATCH SECTION (LETTER) OR ON PLAN: Q � Z I LIMITS OF TOPSOIL AND SEEDING DETAIL (NUMLlea ERAL) DRAWING NUMBER WHERE DETAIL J Q INDICATE HINGE SIDE: SIDE WHERE LINES OR SECTION APPEARS W Q J MEET (RIGHT SIDE ON SYMBOL) DESIGNATION X_X N J a elf WALL EXISTING EMBANKMENT. IF SAME DRAWING, / ON DETAIL OR SECTION: 3.1 J OR SING NUMBER MS EREFROM W ICH DETAIL > FIRE EXTINGUISHER U SLOPE AS NOTED HYPHEN ONLY m _N 'X' = NUMBER IN SPECS GENERAL NOTES: 31 NEW EMBANKMENT OR CUT SLOPE. rn FEXT- : �X� SLOPE AS NOTED 1. STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ON j STANDARD ABABBREVIATIONS SHOWN ON THE SOTRANDARDEE LEGENDS OR DETAIL/SECTION DESIGNATION — GENERAL Q m HORIZONTAL DISTANCE VERTICAL DISTANCE I X:x MAY NOT BE SHOWN ON THE PLANS. w N N j RIPRAP O 0 NOTES T PRaECT No. of 1. • SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY. CORD DRAWING XAX Oat 7.040 0 2. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE �i u�.++ a DRAWING NUMBER --_IF SAME DRAWING, o NOTED AS 'EXISTING" AND ARE SHOWN IN LIGHT LINE SHEET NUMBER APPEARS HYPHEN ONLY WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCT- WHERE DETAIL 1 a URES ARE SHOWN IN HEAVY LINE WEIGHTS. DRAWING NUMBER SECTION DESIGNATION — ON PLAN G—2 w3p m 0 ABBREVIATIONS GENERAL NOTES W � 1. All construction work on this project sholl be completed in accordance with Montana Public Works Standard nwWi Z50 Specifications, Fifth Edition, March, 2003, and City of Bozeman modifications to MPWSS 5th addition doted March �< AB ANCHOR BOLT FB FLAT BAR, FACE BRICK 2004 and project specifications. 'o�^o PL PLATE, PROPERTY LINE W6 ABDN ABANDON FC FLEXIBLE COUPLING pLYWD PLYWOOD 2. Water Main Pipe Material shall be as specified on the plans. All Water Main shall be installed with a minimum ABV ABOVE FCA FLANGE COUPLING ADAPTER PIMP PLANT MONITORING PANEL cover of 6.5 feet with respect to finished grade or culvert invert. If 6.5' bury cannot be obtained, adequate AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FD FLOOR DRAIN PNL PANEL insulation shall be provided. - i133N)�2,••• ADDL ADDITIONAL FDN FOUNDATION PRCST PRECAST •� ADJ ADJACENT, ADJUST FES FLARED END SECTION 3. Maintain 18" (vert.) separation between all water main and all sewer main. PREFAB PREFABRICATED :Q n W J' ADPTR ADAPTER FET FLARED END TERMINAL PRELIM PRELIMINARY `N"J a% AFF ABOVE FINISHED FLOOR F. EXT FIRE EXTINGUISHER 4. The Contractor shall restore all roadway surfaces to equal or better condition than existed prior to excavation, PREP PREPARE. PREPARATION as determined by Owner and the Engineer. fJ i o AHR ANCHOR FF FINISHED FLOOR pW�= PROP PROPERTY z ALUM ALUMINUM FC FINISH GRADE PRV PRESSURE REDUCING VALVE 5. The location, depth and size of existing utilities shown on these plans is approximate. The Contractor shall field ALT ALTERNATE FHYD FIRE HYDRANT PS PRESSURE SWTCH, PIPE SUPPORT verify the existence, location, depth, size, line and grade of existing utilities connections prior to construction. The ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FL FLOOR, FLOW PT POINT, POINT OF TANGENCY Contractor shall be solely responsible for any damage to the existing facilities due to failure to locate or provide APPROX APPROXIMATE FLEX FLEXIBLE protection when location is known. PVC POLYVINYL CHLORIDE proper p i 3 m APVD APPROVED FLG FLANGE PVMT PAVEMENT ARCH ARCHITECTURE, ARCHITECTURAL FLL FLOW LINE RAD RADIUS 6. The contractor shall adjust all valve bones, curb boxes, and manholes to final grade upon completion of all ° ASPH ASPHALT FIN. FINISH RC REINFORCED CONCRETE construction. Any boxes or manholes damaged or otherwise disturbed by the contractor or any subcontractor shall R < AVG AVERAGE FLR FLOOR RCP REINFORCED-CONCRETE PIPE be repaired at the expense of the contractor. This work shall be incidental to the project, separate payment will not o be made. II) AT FOC FACE OF CONCRETE RD ROAD, ROOF DRAIN BD BOARD FRP FIBERGLASS REINFORCED PLASTIC RDCR REDUCER 7. Backfill for utility trenches shall be Type "A" within oil public Right of Way and Type B everywhere else (unless '^ BiVLV BUTTERFLY VALVE FSTL FABRICATED STEEL REBAR REINFORCEMENT BAR otherwise noted on plans). Type 1 pipe bedding shall be utilized unless directed otherwise by Engineer. Specified BETW BETWEEN FT FOOT, FEET REF REFERENCE beddingshall be from 4" beneath the pipe to 6" above the to of pipe see MPWSS STD 02221-1 The cost of BE BOTTOM FACE FTG FOOTING, FITTING P D P P r ( ) �+ REINF REINFORCE, REINFORCING this additional bedding shall be included in the unit price bid for water main. BLDG BUILDING F TO F FACE TO FACE RELOC RELOCATE, RELOCATION 5 w BLK BLOCK GA GAGE, GAUGE REOD REQUIRED 8. All valves shall be installed with thrust blocking or a C.O.B. approved mechanically restrained device. Any m BLW BELOW GAL GALLON RST REINFORCING STEEL existing or new valves which control the C.O.B.'s water supply shall be operated by C.O.B. personnel only. BM BEAM, BENCHMARK GALV GALVANIZED RT RIGHT 9. Install pipe warning tape per 13900 and details sheet W-18. BOT BOTTOM GALVS GALVANIZED STEEL R/W RIGHT-OF-WAY _ z BRG BEARING GND GROUND SAN SANITARY BRKT BRACKET GRTG GRATING SCHED SCHEDULE All fittings including bends equal to or greater than 22-1/2 degrees, tees and plugs shall be thrust blocked in conformance with MPWSS detail 02660-1, or must be mechanically restrained per applicable standards. CHAN CHANNEL GSKT GASKET SDWK SIDEWALK CHK CHECK GSP GALVANIZED STEEL PIPE SECT SECTION 11. All water mains crossing either sewer or storm drain pipes/culverts shall be laid so as to provide one full Cl CAST IRON GVL GRAVEL SHT SHEET length of water pipe centered about the pipe/culvert to be crossed. ?� i CIMJ CAST-IRON PIPE MECHANICAL JOINT GWB GYPSUM WALLBOARD Sim SIMILAR CIP CAST-IRON PIPE FLANGED JOINT HAS HEADED ANCHOR STUD SLIP SLOPE 12. The Contractor is responsible for controlling dust and erosion during construction at his expense. Streets shall C-I-P CAST-IN-PLACE HB HOSE BIB SP SPACE, SPACED be watered to control dust when ordered by the Engineer. Erosion shall be controlled in accordance with the MPDES CIRC CIRCULAR HD HUB DRAIN SPEC SPECIFICATION Permit. U �� CJ CONSTRUCTION JOINT, CONTROL JOINT HDW HARDWARE CENTER LINE HDR HEADER SPG SPACING 13, All profiles represent existing ground (dashed line) along the alignments indicated on the plans. Elevations are CL _!< SPRT SUPPORT ff existing grade elevations. CLDI CEMENT LINED DUCTILE IRON HK HOOK SO SQUARE CLG CEILING HIM HOLLOW METAL CLR CLEAR, CLEARANCE HORIZ HORIZONTAL SO FT SQUARE FOOT All disturbed areas shall seeded by the contractor in accordance with the Gallatin County Weed N g ®^ SO IN SQUARE INCH Department's requirements/recoo mmendations. CMP CORRUGATED METAL PIPE HP HORSEPOWER SST STAINLESS STEEL w sE s Ck1U CONCRETE MASONRY UNITS HR HOSE RACK, HOUR STA STATION 15. Access for other contractors working on the site and emergency vehicles shall be preserved at all times. CO CLEANOUT HT HEIGHT, HEAT TRACE SS SANITARY SEWER ' COB CITY OF BOZEMAN HV HOSE VALVE STD STANDARD 16. The contractor shall be responsible for coordination of any utility(phone/power/etc.) installation with local _w COL STIFF STIFFENER utility companies COLUMN HVAC HEATING, VENTILATING, AND AIR CONDITIONING ., � u COMB COMBINATION HWY HIGHWAY STL STEEL CONC CONCRETE OR CONCENTRIC HYD HYDRANT 17. The contractor sholl notify One Coll ®1-800-424-5555 for onsite utility location. All existing utilities shall be a 8 STRUCT STRUCTURE marked before digging. CONN CONNECT, CONNECTION ID INSIDE DIAMETER SYM SYMMETRICAL g9� 9 CONSTR CONSTRUCTION IF INVERT ELEVATION T&B TOP AND BOTTOM CONT CONTINUE, CONTINUED, CONTINUOUS IF INSIDE FACE 18. The contractor shall maintain service all existing utilities. If said service is damaged, the contractor shall TB THRUST BLOCK immediately repair the damage at the contractor's expense. CONTR CONTRACTOR IN, INCH T COORD COORDINATE INFL TF TOP BACK OF CURB INFLUENT CORR CORRUGATED INSTL INSTALL, INSTALLATION TOP FACE 19. The Contractor shall notify the Water Department a minimum of 24 hours prior to beginning any work. v TEMP TEMPORARY, TEMPERATURE � CP CONTROL PANEL INSTR INSTRUMENT THK THICK 20. All utility conduits for irrigation, electrical, gas, phone, CATV, etc... shall be buried a minimum 24" from u CPLG COUPLING INSUL INSULATE finished grade with Type A Backfill, utilizing Type 1 Bedding unless directed otherwise by Engineer. O C TO C CENTER TO CENTER INT INTERIOR T.O.T.0 THROUGH > . TOP OF � CTR CENTER JB JUNCTION BOX 21. All elevations throughout plans are on the City of Bozeman datum, unless otherwise stated. T.P. OUTSIDE TOP OF PIPE u CTSK COUNTERSINK JST JOIST T.O.C. TOP OF CONCRETE, TOP OF CURB o a 22. The contractor shall refer to Section 01570 of the Project Manual for Construction Traffic Control CU CUBIC JT JOINT a o T.O.S. TOP OF STEEL CU FT CUBIC FEET L ANGLE T.O.W. TOP OF WALL 23. The contractor shall refer to the 404 Permit concerning all wetland, ditch, and stream crossings. The 404 CU IN CUBIC INCH LBS POUNDS TYP TYPICAL Permit is on attachment to the Project Manual. Q CULV CULVERT LF LINEAR FEET UBC UNIFORM BUILDING CODE Q CU YD CUBIC YARD LNTL LINTEL UG UNDERGROUND 24. Install location delineators manufactured by SAFE-HIT, model GP3 w/18" soil anchor, centered over the new t D DRAIN LONG LONGITUDINAL ULT ULTIMATE water main where shown on plans. d PENNY(NAIL SIZE) LP LOCAL PANEL U TIL UTILITY DBA DEFORMED BAR ANCHOR LR LONG RADIUS V VALVE, VOLT DBL DOUBLE LT LEFT VB VALVE BOX N DET DETAIL EVIL. LEVEL VERT VERTICAL DI DUCTILE IRON, DRAIN INLET LVR LOUVER W DIA DIAMETER MATL MATERIAL VOLVOLUME J O VREV VERIFY Z Z DIAG DIAGONAL MAX MAXIMUM VTR VENT THROUGH ROOF Q � :2 O DIM DIMENSION MB MACHINE BOLT W WIDTH DIMJ DUCTILE-IRON MECHANICAL JOINT MCC MOTOR CONTROL CENTER NO WOOD Z DIR DIRECTION MCP MOTOR CONTROL PANEL W/ WITH O DIN DOWN MECH MECHANICAL W/o WITHOUT W O_ DR DOOR MFD MANUFACTURED WE WATERLINE LIMITS OF DISTURBANCE ALONG TRANSMISSION MAIN o DWG DRAWING MFR MANUFACTURE, MANUFACTURER WM WIRE MESH, WATER MAIN EA EACH MH MANHOLE WS W Q Q ✓� EF EACH FACE, EXHAUST FAN MIN MINIMUM ETE WSTL WELDEDLDED STEEL,WATER SURFACE W EL, WROUGHT STEEL PIPE CONTT. w DEL, ELEV ELEVATION MISC MISCELLANEOUS WT WEIGHT EASE. EASE ROW 4u ELB ELBOW MJ MECHANICAL JOINT WTR WATER WIDTH WIDTH WIDTH Z m ELEC ELECTRIC, ELECTRICAL MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS(SEE NOTE 4) CIA. IN FEET. IN FEET IN F COMMENT Q L.l S Q WV WATER VALVE ENCL ENCLOSE NIC NOTIN CONTRACT WWF WELDED WIRE FABRIC 1+00 8+08 NA NA NA SEE SHEETS 1-14 FOR CONTT. LIMITS M Q OU ENGR ENGINEER NO NUMBER WWM WELDED WIRE MESH 8+08 15+38 NA 50 NA 50 FEET AVAILABLE FOR CONTT. N } Q v EP EDGE OF PAVEMENT NOM NOMINAL XFMR TRANSFORMER 15+38 70+65 30 20 NA 50 FEET AVAILABLE FOR CONTT. 0 = Z w EOL EQUAL. EQUALLY NTS NOT TO SCALE YD YARD 70+65 87+91 NA NA 60 60 FEET AVAILABLE FOR CONST.-PIPE IN ROADWAY m O EQL SP EQUALLY SPACED OC ON CENTER 87+91 91+63 NA NA 60 CONST. LIMITS BETWEEN ASPHALT EDGE & ROW N 91+63 114+56 NA NA 120 CONTT. LIMITS BETWEEN ASPHALT EDGE & ROW EQUIP EQUIPMENT OD OUTSIDE DIAMETER N E 114+56 171+90 NA NA 60 CONTT. LIMITS BETWEEN ASPHALT EDGE & ROW j EQUIV EQUIVALENT OF OUTSIDE FACE Z 1. FOR ABBREVIATIONS NOT LISTED, SEE CONTT.-CITY OF BOZEMAN PROPERTY EW EACH WAY CHIP OVERHEAD POWER ABBREVIATIONS FOR 171+90 185+40 NA NA NA 50 FEET AVAILABLE FOR 4 m EXC EXCAVATE OPNG OPENING USE ON DRAWINGS AND TEXT', PUBLISHED BY THE 185+40 218+13 30 20 NA 50 FEET AVAILABLE FOR CONTT. � I AMERICAN NATIONAL STANDARDS INSTITUTE INC. ANSI 218+13 219+31 30 20 NA SEE SHEET W-16 FOR CONTT. LIMITS EXH EXHAUST P&ID PROCESS AND INSTRUMENTATION DIAGRAM (ANSI) w EXP EXPANSION PC POINT OF CURVE OR CONTACT THE ENGINEER. 225+31 225+07 30 20 NA 50 FEET AVAILABLE FOR CONST. N 225+07 END NA NA Nt, 50 FEET AVAILABLE FOR CONTT.-CITY OF BOZEMAN PROPERTY Om EXP JT EXPANSION JOINT PCP PLANT CONTROL PANEL 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT EXST EXISTING PE PLAIN END ALL ABBREVIATIONS ARE USED ON THE PLANS. n EXT EXTENSION, EXTERIOR PEN PENETRATION o F FLANGE PERP PERPENDICULAR 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS P0417 N o FAB FABRICATE PH PIPE HANGER (INSTRUMENTATION AND CONTROL, ELECTRICAL. ETC.) ARE 041Z040 PI PRESSURE INDICATOR, POINT OF INTERSECTION SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE. RECORD DRAWING SHEET NUMBER 3 n PJF PREMOLDED JOINT FILLER DRAWING NUMBER a G-3 3U m0 1 wti ''''' • R � � RE 50 w h0 OU n0�0 �a `• • �?+ �' r1i r BEGINNING AND ENDING JK _ ,` �� • STATION COORDINATE TABLE STA. DESC. NORTHING FASTING z Boa 0 0+00 BEGIN ALIGN 35193.70 66838.41 228+66.65 END ALIGN 45764.36 78978.24 [- z PROPOSED WATER MAIN EXISTING r SURVEY CONTROL ON CITY OF BOZEMAN DATUM a WATER MAIN s w R � g 129 POINT # NORTHING EASTING ELEVATION N 10 48363.16 80030.88 5198-99 0 `i 11 48413.06 77295.36 5153.71 s 12 45933.94 79332.05 5215.02 1 �'^ 13 45793.61 78947.10 5210.26 o 14 46036.34 78690.16 5188-46 15 44757.19 74853-78 5281.83 1 1 7 16 48548.68 72181.18 5195.26 * \ 17 43815-38 69538.89 5324.09 w�oW a 127 n 18 43201.54 65759.85 5347-48 ���z 126 19 35190.60 66831.18 5476-75 w a \ 20 147308.44 -4300-02 4197.50 ti • 21 63877.05 36191.15 4756.05 U t� 22 66810.21 44796-49 4806.49 100 36770-78 66589.53 5472.66 101 36364-83 66861.85 5496.39 W �LL �► ! ;r,�t it -+ . 102 36221-26 66792.41 5483.74 (moo 00 103 34930.36 66891.14 5501.64 x F-4 104 35474.32 66692.80 5462.43 CD d a§ BRASS CAP 105 36625.03 66566.91 5440.20 0 GS16 CNR SECT 14 T3S RSE 1110 436338.59 7096247 5347.82 0 s� STA. 17+18.87 (116.14' RT) 112 43636.20 70855.46 5338-17 113 42479.61 67888-94 5393.53 10 I 114 42398.91 67902.77 5397.67 Il 115 43174.27 69387-97 5351.52 { 116 43099.43 69322.08 5354-44 101 3 1 0� 117 37367.26 66493.26 5459.65 b o w 118 37446.10 66409.26 5460.11 a 119 44886.41 77414-89 5275.77 120 44929.85 77481.21 5262-73 122 44826.28 76503.68 5269.44 z 123 35931.53 66870.37 5490.85 1 2 3 124 35647-57 66819.79 5477.42 125 36904.06 66413.86 5456-32 126 37157.13 66355.60 5464.22 127 37187.75 66492.66 5462.19 J 129 37673.13 66292.51 5463.95 D a 1 /) 130 38061.02 66195.72 5447-17 `t 131 45076.51 77664.11 5241.13 132 44827.86 77314.19 5290.46 Qcf Go 4 133 44898-38 77005.50 5280.46 w � � o 0 134 44950.45 76763-86 5277.90 Q z z 0 135 4493214 76633.92 5268.79ckf o 136 44637.42 76294.53 5288.31 Z $ 137 44668.76 76080.68 5280.90 Q w I 138 4475741 75888.68 5289.08 w a � . INTAKE` 1 9 - - - o = N - - m 0 CID 103 ' a SCALE HORIZ: 1" = 200' O° U a 1 1 x1 7 HORIZ: 1" = 400' PRO.IECi NU. 0 0417.040 O RECORD DRAWING SHEET NUM O 4 t` DRAWING NUMREP 0 0 G-4 mom sw?3 WUCV > YIJJC 3< � . I 1 BEGINNING AND ENDING I r;Q STATION COORDINATE TABLE STA. DESC. NORTHING EASTING 0+00 BEGIN ALIGN 35193.70 66838.41 228+65.65 END ALIGN 45764.36 78978.24 i a 7 RP XISTING CONTROL POINT 18 IS APPROX. WATER MAIN 112 1000• WEST OF DRIVEWAY � • � - 111 � � � I ; "PIPE n E I SECT 11 T3S R5E ► - PROPOSED STA. 108+28.35 (258.12'RT) _- z WATER MAIN �+ ti 18 , :>,� �� Z5_6_ SURVEY CONTROL ON CITY OF BOZEMAN DATUM '3 POINT # NORTHING EASTING ELEVATION Z mY 1 �. 10 48363.16 80030.88 5198.99 W $ 11 48413.06 77295-36 5153.71 C/D R-ZI mo 12 45933.94 79332.05 5215.02 24 W ' - 13 45793-61 78947.10 5210.26 0 &4 5 14 46036.34 78690.16 5188.46 -� r e 15 44757.19 74853-78 5281.83 16 48548-68 72181.18 5195.26 g6 • 1�••'' 17 43815.38 69538.89 5324.09 ] 13 ��•r+� 18 43201-54 65759.85 5347.48 . +•� 19 35190.60 66831.18 5476-75 1 20 147308.44 -4300.02 4197.50 m o w 21 63877.05 36191.15 4756.05 w 22 66810.21 44796.49 4806.49 o d �� - 100 36770.78 66589.53 5472.66 o o w 101 36221.26 66861.41 5483.39 74 0 o =r• 102 36221.26 66792.41 5483.74 103 34930.36 66891.14 5501.64 Z 104 35474.32 66692.80 5462.43 a r 105 36625.03 66566.91 5440.20 0 • •'� 110 45807.78 78761.37 5192.28 • J h, ill 43638.59 70962.47 5347.82 • - j�`f 112 43636.20 70855-46 5338.17 J 113 42479-61 67888.94 5393.53 cl- z cv ' 114 42398.91 67902-77 5397.67 < 115 43174.27 69387-97 5351.52 N Z W 116 43099.43 69322.08 5354.44 o N 117 37367.26 66493.26 5459-65 � N o - 118 37446.10 66409.26 5460.11 Q N N 119 44886.41 77414.89 5275.77 a o 120 44929.85 77481.21 5262.73 � U 122 44826.28 76503.68 5269.44 Q W Il 123 35931.53 66870.37 5490.85 :2 ~, > a t 124 35647.57 66819.79 5477.42 N > N w ,• • 125 36904-06 66413.86 5456.32 m = 0 , 126 37157.13 66355.60 5464.22 127 37187.75 66492.66 5462.19 129 37673-13 66292.51 5463.95 a 3" BRASS CAP m s SCALE 130 38061-02 66195.72 5447.17 w S q SECT 11 T3S R5E HORIZ: 1" = 200' 131 45076.51 77664.11 5241.13 m STA. 59+76.60(115.14' LT) 1 1 x 1 7 HORIZ: 1" = 400' 132 44827-86 77314.19 5290.46 0 133 44898.38 77005.50 5280.46 PR-ECT No. 0 134 44950.45 76763-86 5277,90 0417.040 o , 135 44932.14 76633.92 5268.79 sNerr NOUBeR r il1 J C O RD DRAWING 136 44637.42 76294.53 5288.31 5 528090 DRAWING NUNBFP o viy. a 137 44668.76 76080.68 . _ 138 44757.41 75888.68 5289.08 G-5 mop' >WUZ SURVEY CONTROL ON CITY OF BOZEMAN DATUM =Wo s =Jo - POINT # NORTHING EASTING ELEVATION 0 ,< 10 48363.16 80030.88 5198.99 11 48413.06 77295.36 5153.71 12 45933.94 79332.05 5215.02 13 45793.61 78947.10 5210.26 14 46036.34 78690.16 5188.46 BEGINNING AND ENDING 15 44757.19 74853.78 5281.83 2 �2 Z" STATION COORDINATE TABLE16 48548.68 72181.18 5195.26 P� e =' 17 43815.38 69538.89 5324.09 STA. DESC. NORTHING EASTING 18 43201.54 65759.85 5347.48 0+00 BEGIN ALIGN 35193.70 66838.41 YPC a 19 35190.60 66831.18 5476.75 228+65.65 END ALIGN 45764.36 78978.24 20 147308.44 -4300.02 4197.50 SE CNR LOT 13 w 21 63877-05 36191.15 4756.05 CHIEF JOSEPH EADOWS SUB R a 22 66810.21 44796.49 4806.49 STA. 135+36.8 152.51'LT) ; 100 36770.78 66589.53 5472.66 0 101 36364.83 66861.85 5496.39 0 102 36221.26 66792.41 5483.74 N 103 34930.36 66891.14 5501.64 7 m 104 35474.32 66692.80 5462.43 105 36625.03 66566.91 5440.20 110 45807.78 78761.37 5192.28 SCALE 111 43638.59 70962.47 5347.82 "G o H O R I Z: 1" = 200' 112 43636.20 70855.46 5338.17 - zz 1 1 x 17 H 0 R I Z: 1" = 400' 113 42479.61 67888.94 5393.53 w" a VI 114 42398.91 67902.77 5397.67 115 43174.27 69387.97 5351.52 - - --- 116 43099.43 69322.08 5354.44 117 37367.26 66493.26 5459.65 118 37446.10 66409.26 5460.11 c �^ 119 44886.41 774 . 52 .7 120 44929.85 77481.21 5262.73 RECORD DRAWING w 122 44826.28 76503.68 5269.44 123 35931.53 66870.37 5490.85 124 35647.57 66819.79 5477.42 ,�� �T Jq E 125 36904.06 66413.86 5456.32 '+o `-• 126 37157.13 66355.60 5464.22 127 37187.75 66492.66 5462.19 + ' 129 37673.13 66292.51 5463.95 130 38061.02 66195.72 5447.17 �► - t a 131 45076.51 77664.11 5241.13 '0 ! TREATMENT 132 44827.86 77314.19 5290.46 PLANT 133 44898.38 77005.50 5280.46 �� w g 134 44950.45 76763.86 5277.90 135 44932.14 76633.92 5268.79 1 ' 136 44637.42 76294.53 5288.31 Z a 137 44668.76 76080.68 5280.90 ' ( o 138 44757.41 75888.68 5289.08 +,• � 10 1. 1013 a M cl- N Z = STONE g"REBAR PROPOSED N SW CNR SECT 6 T3S R6E SW C R TRACT2 COS392 7 CONNECTION o STA. 10+72.61 (37.19'LT) Q BUILDING a Z " STA. 185+45.60(20.00'RT) 108 o N ^• z � U YPC SE CNR-LOTI BLKI l ?+' MYSTIC.HEIGHTS SUB#1 PROPOSED 1f \ �} ` ``' a v i O = co STA. 165+28.40-(51.09 AT) WATER MAIN YPC-SURVCO m ,�1+:.••: ';���, SE CNR TRAC'f2 CU 39 STA. 222+88.46(303.62'RT) EXISTING - - • - + `� W _ -- 1 5 134 C� WATER MAIN } Al1 19 0 o _ 13 3 0417.040 15 13 8 22 13 2 SHEET NUMBER a �, ^ • • 137 ' • , URAVANG NUMBER G_6 Horizontal Alignment Station and Curve Report. Circular Curve Data 131+07.46 Tangent Data 44947.9194 70427.3517 moil PC 74+74.28 42041.6039 67239.3444 Desc. Station sal Curve Dote NorthingRP 42019.5864 67738.8594 131+21.54 44957.6971 70437.4702 a mi c Eastin 9 PT 75+39.90 421D6.7830 67246.5214 Length: 14.08 Course: N 46-00-15 E v,zWrc � ------------------------------------------------------- iJoa Delta: 07-31-10 Type: RIGHT ---- ------------------------------------------ & --------------------------------------------------- Tangent Data `�- n iN Zo Tangent Data Radius: 500.00 DOG: 11-27-33 g - Wwz o� 9 131+21.54 44957.6971 70437.4782 e 1+00 35193.7001 66838.4121 Length: 65.62 Tangent: 32.86 ���rc ov 1+36.39 35230.0934 66838.4121 Mid-Ord: 1.08 External: 1.08 136+98.12 44947.5930 71013.9735 wWgo Length: 36.39 Course: N 00-00-00 E Chord: 65.57 Course: N 06-17-01 E Length: 576.58 Course: S 88-59-45 E �rc� ------------------------------------------------------- 00 ------------------------------------------------------- s: 1.08 Circular Curve Data ......... Tangent Data PC 136+98.12 44947.5930 71013.9735 '633NjNh, 1+36.39 35230.D934 66838.4121 Tangent Data =� 1+98.39 35287.3739 66814.6857 75+39.90 42106.7830 67246.5214 RP 45747.4702 71027.9927 2',, Length: 62.00 Course: N 22-30-00 W 75+60.43 42126.9916 67250.1005 PT 139+29.83 44976.9060 71243.0060 2 �Nn J; 9 Delta: 16-35-42 Type: LEFT ^c Nan ___________________________ Length: 20.52 Course: N 10-02-36 E YP .as ------------------------------------------------------ Radius: 800.00 DOC: 07-09-43 Tangent Dote Circular Curve Data Length: 231.71 Tangent: 116.67 p u d 1+98.39 35287.3739 66014.6857Mid-Ord: �i 'Z 2+90.09 35352.2129 66749.8467 PC 75+60.43 42 14.1881 67250.1005 7 .7624 h 0.90 External: 8.46 d RP 42214.1881 66757.7624 Chord: 230.90 Course: N 82-42-24 E Length: 91.70 Course: N 45-DO-00 W PT 76+28.47 42194.5877 67257.3781 Es: 8.46 ------------------------------------------------------- Tangent Data Delta: 07-47-48 Type: LEFT ------------------------------------------------------- 9 Radius: 500.00 DOC: 11-27-33 Tangent Dote 2+65.80 35527.928 66749.8467 4+65.80 35527.9280 66749.8467 Length: 68.04 Tangent: 34.07 139+29.83 44976.9060 71243.0060 Length: 175.72 Course: N 00-00-00 W Mid-Ord: 1.16 External: 1.16 140+33.35 45004.7294 71342.7197 S o w ___________9 Chord: 67.99 Course: N 06-08-42 E Length: 103.52 Course: N 74-24-33 E R d c Tangent Data Tangent Dote 4+65.80 35527.9280 66749.8467 16 -----------------agent Dote ------------- 5+34.34 35590.0437 66720.8817 Tangent Data 145+23.07 45168.9 34 71342.719704901N Length: 68.54 Course: N 25-DO-00 W 76+01.47 42767.5587 67279.856 145+2eng 45168.9334 71804.0901 82+01.88 42767.5587 67279.8564 Length: 489.72 Course: N 70-24-33 E o ---------------------------------------------------- m z Length: 573.41 Course: N 02-14-48 E -------_`_-`__----`------------------------------' � o Tangent Data Circular Curve Data 5+34.34 35590.0437 66720.8817 -----------------agent Data a 7+66.72 35812.2135 66789.0087 Tangent Dota PC 145+23.07 44132.6115 7 172.9 21 C a Length: 232.38 Course: N 17-02-52 E 82+4716 42767.0263 67625.1389 RP 44132.506 72172.9221 o 9 PT 149+14.43 45232.5060 72188.1558 ------------------------------------------------------- Tangent 85+47.16 42767.0263 67625.1389 7 as Data Length: 345-- Course: 5 89---42 E Delta: 201DO.DO Type: RIGHT ------__--_9------------------------------------------- Radius: 1100.00 DOC: 05-12-31 7+66.72 35812.2135 66789.0087 - o 10+64.55 36101.8728 66719.7332 Circular Curve Data Length: 391.35 Tangent: 197.77 z Length: 297.83 Course: N 13-27-01 W PC 85+47.16 42767.0263 67625.1389 Mid-Ord: 17.36 External: 17.64 9 Chord: 389.29 Course: N 80-36-05 E 9 RP 43367.0255 67626.0642 ---------- Ton ent Data PT 87+31.19 42794.7480 67806.3374 Es: 17.64 10+64.55 36101.8728 66719.7332 Delta: 17-34-24 Type: LEFT ------------------------------------------------------- 14+41.88 36472.6303 66649.6270 Radius: 600.00 DOC: 09-32-57 Tangent Data w r Length: 377.33 Course: N 10-42-27 W Length: 184.03 Tangent: 92.74 149+14.43 45232.5060 72188.1558 �n 9 Mid-Ord: 7.04 External: 7.13 156+79.98 45221.9040 72953.6365 -----------------------------------`-"-------------_ the 765.55 Course: S 89-12-23 E 4 Length:Tangent Data Chord: 183.31 Course: N 81-18-06 E _____-_____9 = 14+41.88 36472.6303 66649.6270 Es: 7.13 ------------------------------------------- e 18+18.46 36794.4383 66454.0504 ------------------8------- Circular Curve Data S Length: 376.58 Course: N 31-13-20 W Tangent Dote PC 156+79.98 45221.9040 72953.6365 g"Y 9 RP 44671.9356 72947.7402 _______________________________________________________ 87+31.19 42794.7480 67806.3374 87+72.16 42807.0570 67845.4124 PT 158+22.83 45201.9429 73094.6830 w d� Tangent Dote 9 18+18.46 36794.4383 66454.0504 Length: 40.97 Course: N 72-30-54 E Delta: 14-52-54 Type: RIGHT ai DOC 21+77.48 37142.2588 66365.0575 ------------------9-_-`_____-_--_--_-_-------_-_------ Radius: 142.85 Tangent: 1071.83 $r Length: 359.02 Course: N 14-21-06 W Tangent Data Length: 144.6 Tangent: 4.67 9 Mid-Ord: 4.65 External: -42 tl�_______________________________________________________ 87+72.16 42807.0570 67845.4124 � Tangent Data 91+54.20 43171.4465 67730.6260 Chord: 142.45 Course: S 81-56-42 E 9 Es: 4.67 Q, g� 21+77.48 37142.2588 66365.0575 Length: 382-- Course: N 17---06 W 23+88.27 37287.2764 66518.0356 Tan eat Data < n Tangent Data Length: 210.79 Course: N 46-31-49 E 158+22.83 45201.9429 73094.6830 =g 91+54.20 43171.4465 67730.6260_______________________________________________________ 159+40.34 45170.5495 73207.9159 92+00.37 43217.5562 67733.0546 Tangent Data Length: 11-- Course: S 74---15 E 7 S 23+88.27 37287.2764 66518.0356 Length: 46- Course: N 03-----E __________________________________ _ 28+59.13 37706.7253 66304.1016 ----------------Ton Tangent Data--_-----------__-------------- Circular Curve Data Length: 470.86 Course: N 27-01-24 W 9 PC 159+40.34 45170.5495 73207.9159 _______________________________________________________ 92+00.37 43217.5562 67733.0546 RP 45686.1021 73350.8511 100+58.57 43209.5002 68591.2105 -Tangent Data- PT 160+77.78 45151.1512 73343.6047 Length: 858-- Course: S 89---- E ..' 28+59.13 37706.7253 66304.1016 9 Della: 14-43-11 Type: LEFT a ------------------------------------------------------- 34+59.67 38294.5177 66189.5618 Radius: 137.45 Tangent: 7069.10 ; Tangent Data W Length: 598-- Course: N 11---36 W Length: 134.41 Tangent: 6 44 ______________ ________________ 100+58.57 43209.5002 68591.2105 � ------------- Mid-Ord: 4.41 External: 4.44 102+07.20 43213.2362 68739.7944 Tangent Data Chord: 137.07 Course: S 81-51-51 E m ro a 34+59.67 38294.5177 66189.5618 Length: 148.63 Course: N 88-33-35 E Es: 4.44 a a a k ----------------------------------------- ------------------------------------------------------ g m 45+91.55 39424.3022 66258.4850 Length: 8 Course: N - to --28 E Circular Curve Do Tangent Data-- -- ----------- ___________-__ _______________ PC 102+07.20 43213.2362 68739.7944 160+77.78 45151.1512 73343.6047 RP 44056.5697 68718.5892 Tangent Data 164+76.74 45145.7475 73742.5220 PT 114+04.39 43950.1307 69555.4475 a 45+91.55 39424.3022 66258.4850 Length: ------_ Course: S 89---- E 62+21.25 40919.6933 66906.3381 Delta: 81-18-40 Type: LEFT ___________________ _ a Radius: 843.60 DOC: 06-47-31 ---------------------------- Length: ----0 Course: N 23---26 E Tangent Data __________________9______ Length: 1197.19 Tangent: 724.47 Z ------------------------------ 164+76.74 45145.7475 73742.5220 Mid-Ord: 203.61 External: 268.39 O Tangent Data 173+85.1g 46053.9098 73722.1303 Chord: 1099.23 Course: N 47-54-15 E 62+26.5 41314.7984 67221.3237 Es: 268.39 Length: 908-- Course: N 01---11 W 67+26.55 41314.7984 67221.3237 -----------------agent D-------------------------------- Length: 505.30 Course: N 38-33-45 E 9 Tangent Data _______________________________________________________ Tangent Data 173+85.13 46053.9098 73722.1303 O 114+04.39 43950.1307 69555.4475 J Tangent Dote 177+09.70 46070.9763 74046.2528 z Q 114+48.14 43980.6317 69586.8135 67+71.55 41 53.9474 6728.6 37 Length: 324.57 Course: N 86-59-09 E - M Length: 43-- Course: N 45-48-04 E ______________________________ Q 70+71.20 41653.9474 67282.6838 ------------------------- � Ckf Length: Course: N 10- -19 E Tangent Data Tangent Data ------------------------------------------------------- + . 0 46070.9763 74046.2528 n z + 6.1 43980.6317 69586.8135Tangent Data 11119+76.40 184+92.67 45848.7856 74797.0340 O 70+71. 41653.9474 6838 . . Length: - Course: S 73- -51 E L' U- 1 71+5 11 41722. 84 67234.8601 Length: 528.26 Course: S 89-24-25 E --------- ----------- --____________-_______________ WN Wo Length: 83.91 Course: N 34-44-41 W ------------------------- �z- ` 9 -----------------------------_ Tangent Data F-- > 0 Circular Curve Data 184+92.67 45848.7856 74797.0340 Q ------------------------------------------------------- PC 119+76.40 43975.1651 70115.0415 Z Z Tangent Data 202+96.73 45395.6474 76543.2573 RP 44245.1506 70117.8355 Q E� 71+55.11 41722.8984 87234.8601 Length: 1804.06 Course: S 75-27-10 E PT 123+69.59 44211.5257 70385.7336 _ Q 71+72.08 41739.5408 67231.5890 __-___--____ e:Delta: 83-26-20 T LEFT Z ~ �. Length: 16.96 Course: N 11-07-11 W Tangent Data ------------------------------------------------------- Radius: 270.00 DOC: 21-13-14 Q �' I 202+96.73 45395.6474 76543.2573 Length: 393.20 Tangent: 240.73 ~ 4 Tangent Data 218+54.53 45387.8067 78101.0411 � E- Mid-Ord: 68.47 External: 91.73 W a z 71+72.08 41739.5408 67231.5690 Length: 1557.80 Course: S 89-42-42 E 72+85.40 41852.8630 67232.2850 Ch Es: 399..36 73 Course: N 48-52-24 E ¢ - ------- ------- ------------------------------ w Length: 113.32 Course: N 00-21-07 E------------------------------------------------------- _____ ___ Tangent Data 0 ::EN ----------------Ton eat Data------------------------------ 218+54.53 45387.8067 78101.0411 �O Circular Curve Data 9 O �]224+44.47 45742.685E 78572.3024 = 123+69.59 44211.5257 70385.7336 PC 72+85.40 41852.8630 67232.2850 _ _Length:_ 589.94 Course: N 53-01-08 E 124+37.09 44278.4979 70394.1395 RP 41842.1020 68984.2810 Length: 67.50 Course: N 07-09-14 E z PT 73+51.81 41919.2526 67233.9515 9 Tangent Data Q (D PT Delta: 02-10-19 Type: RIGHT 224+44.47 45742.6858 78572.3024 � Tangent Data Radius: 1752.03 DOC: 03-16-13 9 226+89.65 45797.2374 78817.3363 w 124+45.25 44386.4891 70 00.2031 0 Length: 66.41 Tangent: 33.27 Length: 245-- Course: N 77-----E a Mid-Ord: 0.31 External: 0.31 125+4 Length: N 03-12- 70400.2031 pad � Lenglh: 108.18 Course: N 03-12-49 E ------------------------------ a Chord: 66.41 Course: N 01-26-16 E Tangent Data Es: 0.31 ------------------------------------------------------- 226+89.65 45797.2374 78811.3363 o _______________________________________________________ Tangent Data 227+53.63 45764.3579 78866.2259 7ROJECT No. 1 125+45.25 44386.4891 70400.2031 o Tangent Data _________Length:_ 63.98 Course: S 59-04-40 E oan.osa 73+51.81 41919.2526 67233.9515 126+07.09 44448.3277 70399.5052 ____ ____________________________________ o Length: 61.84 Course: N DO-38-48 W SHEET NUMBER 74+74.28 42041.6039 67239.3444 Tangent ent Data ---------------------- --------------- Length: 122.47 Course: N 02-31-26 E 227+53.63 45764.3579 78866.2259 Y Tangent Data 228+65.65 45764.3579 78978.2381 DRAWING NUMBER 0 126+07.09 44448.3277 70399.5052 131+07.46 44947.9194 70427.3517 Length: 112.01 Course: S 90-00-00 E Length: 500.37 Course: N 03-11-25 E G-7 mom CL ACCESS RD \lll EXISTING 7 � c�i 0 6.5' MINIMUM GRADE GRAPHIC SCALE .zd Zz COVER FINISHED 10 5 10 n 5 cu GRADE 12" PVC I IN Feel•I '�'c �� EXISTING GRADE CLEANOUT LINE 1 incA= 10 It 1 MINIMUM FINISHED GRADE qg ACCESS RD COVER PROPOSED 30" CITY 9 48" RCP 36` RCP 30" RCP TRANSMISSION MAIN - SEE - 11'�� BYPASS LINE BYPASS LINE 6.1 SEGMENTAL 24" D.I.P. IRRIGATION LINE ;2 n N Jy TOP OF CONCRETE 12" PVC RETAINING WALL 48" RCP 5' SUPPLY LINE PLAN AND PROFILE ON a; WALL EXTENSION CLEANOUT LINE BYPASS LINE z' HEET W-1 - - =V A 30` D.I.P.DP $ 'F� 04,0 TOP OF EXISTING SUPPLY LINE CONCRETE SPILLWAY SUPPLY D.I.P. I 12.5' 4 �O//• ��'1"«w ��` SIDEWALL SUPPLY LINE ATION \Oy\O o o x 2.75' 24" y 8 84.58' (SUP � SECTION - ROAD STA. 0+80 STA. 1+30, 17' LT. , 10.91' 5.44' - SCALE: /' = 10-0 - VERTICAL OE NATO COMBINATION AIR VALVE G� r 4' 7.33' F SCALE: 10'-0" - HORIZONTAL SEE DETAIL \Q. //• 48" RCP FLARED F W-17 END SECTION `~ 10 L.F. - 12" SDR-21 6" D.I.P. SECTION - ROAD STA. 0+08 h HOPE OUTFALL O 1.30% O 8.0% SCALE: 1' 10-0- - VERTICAL SCALE: 1 = 10-0 - HORIZONTAL G� / q- INTAKE ACCESS ROAD SEE SHEET 1-3 ® 8 W��II COMPRESSION / ; COUPLER, I.E. = 64.14 ��„o R JUNCTION VAULT RIMIM EL EL=75.5 3 5 SEE SHEET 1-4 SEE DETAIL FOR ADDITIONAL DETAIL -8 I-8 \ 2.5' BETWEE Z Z S 5 BENDS (A.B.) O ZOM �� EXISTING FOREST �• SERVICE BUILDING I ID 2 91 �F I P O o \ Odd O \\ •37 LF - 48` RCP •0 1.00%I o 63 IIIC111�n �£ CONNECT TO EXISTING 7------I J E o F' C\r 34,25' (A. 21" RCP WITH LARGE 4 O\' /• _"i O 24 LF - " RCP DIAMETER COUPLING 14 �� cai ® BYPASS LI E36 O 1.60 I \ a � (SEE NOTE 2) 4 2. 12' GATE O 0 � 21.5' OFFSET o I _ � 3 Jyp" RCP \RR f�� MILLPOND DITCH CONNECT TO 32' 103\'F A. .) EXISTING DITCH \ - 6 1 Q T G 21" RCP CITY .17' I 28 LF 4" SDR-3 U < T AN STA. 0+52, 2.0' LT. CENTER OF FLOW METER VAULT Z L EXISTING FLANDERS 2 MILLPOND DITCH SEE DETAIL Q r- - - `- 48 L - SO" RC O.SOX f 8' HIGH WELDED WIRE 1-8 O 7.82 -1 ��SEGMENTAL SECURITY FENCE � RETAINING WALL SEE SHEETS I-4 do 1-9 L----------------------- ------------- - - - 9' LONG TRENCH DRAIN J Z_ GRATE EL 76.36 IZ i. IRRIGATION MH 1 SEE SHEET S-2 Q SEE DETAIL 2 IRRIGATION MH 2 SEE DETAIL 3 (n Z O TEMPORARILY PLUG AND - m 1/I a RESTRAIN 30" D.I.P., AND RECORD DRAWING w N -L PRESSURE TEST AS SPECIFIED :2a Q N � Q z 0= Z Z W CL 5' DIA. FLAT-TOP MH I ------0- �2 1= RIM-5476.30 5' DIA. FLAT-TOP PIPE FITTING TABLE w a I. 'T�E. (W)-5469.62 RIM=5477.30 IV r I.E. (N)-5469.42 30" RCP I.E. (S)=5469 N0. PIPE DESC. FITTING INVERT ELEV. O = 6 I (O.D. SHOWN) 1 T 5468.98 1 36" RCP 45' BEND 64.85 m 2 48" RCP BEND v 1' R 30" RCP 3 48" RCP 22�0'--BENB BENDS 63.76 (O.D. SHOWN) 4 12" PVC 22} BEND(A.B.) 65. Q NOTES: Z 1. PIPE CONNECTIONS TO PRE-CAST AND CAST-IN-PLACE Q 5 12" PVC 60' BEND- 4.4 Li 6 30" D.I.P. 22} BEND 64.72 CONCRETE STRUCTURES SHALL BE SEALED BY GROUTING, UNLESS Li + I - 16' 7 30" D.I.P. 22� BEND ,9-5*59.6 (A.B. SPECIFIED OTHERWISE ON THE DRAWINGS. Q NO �- a 30" D.I.P. 6" TAP 57.00 2. CONNECTION TO EXISTING 21` RPC CITY TRANSMISSION MAIN m 3.5' R 9 30" D.I.P. 45' BEND 11.25' 5`5..79 57.1 SHALL BE MADE USING A LARGE-DIAMETER BAND COUPLING 2' DIA. ACCESS 10 24" D.I.P. BEND 64.91 ) HAVING STAINLESS STEEL BANDS, TEE BOLT CONNECTORS, AND A R 7CT No. - 2' DIA. ACCESS 11 24" D.I.P. 45' BEND(A.B.) N4.56 MINIMUM PRESSURE RATING OF 4.3 PSI. USE A NON-STANDARD, .17.D40 LARGE DIAMETER COUPLING AS MANUFACTURED BY FERNCO, INC., ADDED NOTE 12 24" D.I.P. 1I BEND 64.3t "C" WALL THICKNESS, USE A FERNCO BUSHING SYSTEM ON THE (A.B.) SHEET NUMBIH 13 4" SDR-35 PVC 90' LONG-RADIUS BEND 71.40 D.I.P. SIDE OF THE COUPLING. INSTALL, BACKFILL AND COMPACT B • 60' BEND ON 12" PVC SHALL BE MADE UP OF THREE AROUND COUPLING PER MANUFACTURER'S RECOMMENDATIONS. DRAWING NUMBER IRRIGATION MH #1 � IRRIGATION MH #2 FITTINGS: AN 11k BEND BETWEEN TWO 22} BENDS. SCALE: 1 4` = 1'-0- - SCALE: 1/4° = t'-0" DO NOT EXCEED MANUFACTURER'S RECOMMENDED I- MAXIMUM JOINT DEFLECTION. LEGEND: LIMITS OF DISTURBANCEm�; STA 2+00, 18' CMP =W�g PROPOSED GRAVEL ROAD SECTION GRAPHIC SCALE CULVERT INSTALLED (A.B.) rc O �rc PROPOSED 30" CITY aW o (SEE NOTE 2) � �� TRANSMISSION MAIN SEE PLAN > 0Y I IN nN`1 AND PROFILE ON SHEET W-1 sra I r��N= 10 n. LOW POINT/OVERFLOW q ROAD EL. 65.26 � INTAKE ACCESS ROAD SEE SHEET 1-3 FOR PLAN, PROFILE cOF RIPRAP) FOR RIPRAP (BOTT AND TYPICAL SECTION OMS 1 OF RIPRAP) SHALL EXTEND INTO x THE STREAM TO ELEVATION 60.0' PLACE 2.5' MIN DEPTH OF MDT 4 CLASS II RANDOM RIPRAP TO) ®� LIMITS SHOWN. LIMBS Of O Y ✓n� — DISTURBANCE / y / 8 — SEE DETAIL® •/j / 1-12 FISH LADDER /' o R U (/ PLACE SPILLWAY l' \ STA. +25I RIPRAP - j / (1 1 WIDE VEHICLE q I I SEE DETAIL 1 I j / TUR AR ND TRANSFORMER h CABLE qv REPAIR EXISTING SPILLWAY BY OTHERS (SEE NOTE 4) / I .,.SEE SECTION m� FUTURE SERVICE TO EXIST. -11 j K FOREST SERVICE BUILDING / CO CFtTE AWING \. METER PEDESTAL RETAINING WALL / _EE T I SEE SHEET S-2 / i BY OTHERS (SEE NOTE 4) O[z]8 a-s / •y0 0� •y0 '15��O 1�''y� O 6: _5. _ O_ / 4.4% ) °^ • EXISTING\ ►� € ��6�� ,��op f ESI SERVICE BUIILDIN ~ CONC ETE ss J •CI �' . +\S� +ASS' S y�%6 of ,w� / RETAINING 'S - 0 7 SEE SHEET -1 be x / 1 -L \\ N # -t PLAC�S N D �\ �1 - / / 7 $ DEPTH OF MDT` / Ey v _ I / / s CLASS II RANDOM RIPRAP TO) S �� LIMITS SHOWN. AFTER PLACING lk 0 OF SLAB RIPRAP, FILL VOIDS WITH TOP B I SOIL AND SEED OVER THE AREA = FINISH GRAD a 72 sO� _ fQ ONSI�RUCT LINED DITCH �3 TII-AMrTCk�EXISTING Biy a - - - I + �OWfItTO�NTAKE DITCH SECTI m m Q L- J- 0• - BUILDING SEE SEE DETAIL - o . S'Bp LONG TRENCH DRAIN - r - LP' SHEET E-2 ¢ NECT TO�- - CONNECT 24" D.I.P. TO ; d g\ a W-18 GRATE EL. 7 36 o _ SEE SECTION I �6i �6 -\4-Cr ) DAYLIGHT RETAINING EXI N EXISTING 21" RCP -SC l -- r / �\ ) A348p WALL UNDERDRAIN PIPE _ 19S00 SO (qe Q .6 (A. \ �96/ �9���0 °O �gegBJJ z /q EXISTING 21" RCP CITY F- ti o s 6� �q 0 _ TRANSMISSION MAIN o 60 ram`+ DAYLIGHT RETAINING ,j0 o WALL UNDERDRAIN PIPE �,01 ------- ------ ----- --- -- 0 -o - J �O 0 a > 0- CONCRETE z 0y1 _ p L y 6� _ _ �C,^ ii�\ r 1K— WALL SEE SHEET RETAINING � � 0 3 '� m m3 m� m I 0� Ln z 11 o z N INTAKE 76.30 _ ` •` N n RIM EL= 6.30 INTAKE MH#4 Li,l n � SEGMENTAL RIM EL=17.30 RETAINING WALL I Q N v SEE SECTION z z o p E S-7 � � Q '` I ✓'' Z ~ Q w � s _ ;ry5Q25 L..I a m '— —_— = — — — — — — 02 _ _, — . — — — — — . PLACE FILL AND LANDSCAPE } r� TO CLOSE EXIST. TURNOUT 3• (TYP.) Z 5. OVERALL EXCAVATION AND FILL QUANTITIES HAVE NOT BEEN QUANTIFIED FOR Q I NOTES: � WEST EDGE OF PAVEMENT, 1. ALL ELEVATIONS ON INTAKE DRAWINGS WERE ABBREVIATED BY SUBTRACTING THE INTAKE AREA OR THE ACCESS ROAD. THE CONTRACTOR IS RESPONSIBLE HYALITE CANYON ROAD 5400 FEET FROM CITY OF BOZEMAN DATUM (CITY OF BOZEMAN DATUM = FOR HAULING EXCESS MATERIAL OFFSITE FOR DISPOSAL. THE CONTRACTOR MAY nwi �+ DESIGN ELEVATIONS + 5400 FEET). PROPOSE PLACEMENT OF EXCESS EXCAVATED MATERIALS ALONG THE PROPOSED (D a 2. VEHICLE ACCESS (SHADED) SHALL BE 3" OF BASE COURSE OVER 12" OF ACCESS ROAD (REFER TO SHEET 1-3), BUT MUST OBTAIN ENGINEER AND FORES" m oSUB-BASE OVER COMPACTED EARTHFILL, PER DETAIL SERVICE APPROVAL OF PROPOSED QUANTITIES, FINISHED GRADE AND VEGETATIVE COVER PRIOR TO PLACEMENT. R—ECT- RECORD DRAWING I_3 SHEET NUM 0 3. SEE SHEET 1-1 FOR ADDITIONAL PIPE AND MANHOLE INFORMATION. sNEEr NUMBER n 4. THE TRANSFORMER, METER AND BURIED ELECTRIC POWER CABLE NORTH TO + _ HYALITE CANYON ROAD WILL BE INSTALLED BY NORTHWESTERN ENERGY, INC. 9 o - THE CONTRACTOR SHALL COORDINATE WITH NORTHWESTERN ENERGY AND DRAWING NUMBER --- - SCHEDULE THE ROAD WORK TO ALLOW POWER CABLE INSTALLATION AFTER ROAD IS CONSTRUCTED TO SUBGRADE BUT PRIOR TO SUB-BASE AND BASE I_ COURSE PLACEMENT. 3 mQ0 J�Z NOTE: m=� s CULVERT AT STA 4+25 MOVED ��i o Zip CU GU EXISTING ' 2Y wW�o WETLANDS TYP ~¢� ( ) NOTE: FROM STA 4+25 TO 6+50. COVER ROAD CUT AND FILL SLOPES WITH GRAPHIC SCALE MUVEUIO THE WLtiT1A.6.1 T� SION LINE S +50 BIODEGRADABLE FABRIC (EROSION =ROAD ST . , 14.7' RT CONTROL BLANKET) AS SPECIFIED. ( IN feel') SCH. ORTH 1 inch- 50 It. BID SCH. 2 TO S 30" D.I.P. TRANSMISSION LINEN j5 w �� INSTALLED HERE (A.B.) (i ROAD ioa zZ' SEE SHEET 1-2 4p ? rn UNDERGROUND FOR ADDITIONAL c, G~\p r y TRANSMISSION LINE NOT ELECTRIC BY OTHERS \ DETAIL �' INSTALLED HERE A.B. ) ---------�*-------- a`'1Q' ( ) (SEE NOTE 1 aP I x?� rn PROPOSED 30" D.I.P o TRANSMISSION LINE BACKFILL 18" CMP CULVERT - _ Ao �o o SEE SHEET W-1 TO 3:1 MAX y INSTALLED HERE A.B. -- !���\ `� o tD 3" BASE COURSE ( ) EX T. LVERT 7 c - -� STA. 3+35 TO 4+25: OVER 12" SUB-BASE 7' 7' �` REPLACEMENT BY ? CLEAN OUT DITCH o THEIRS (SEE NOT 1) TO DRAIN TO o COURSE i R ry o EXISTING CULVERT REMOVE o 0 54 (WEST OF - ------ 3�0%- REGRADE AREAof0 5486 CONTOUR) 3% CROSS EXISTING GATE REMOVE EXISITING APPROACH 2 (MIN. ------ ---- .5 (MIN.) z EYP.) CS EXISTING __ 1 o ACCESS ROAD C _ - - - 3.0' (TYP. NORTH OF STA. 1+08) - N COMPACTED�7 m o EXISTING FORrs7'�-I EXISTING - i.. tax _ EARTH FILL 8.5, - 8.5' 7 m 9 / SERVICE BUILDING I 12+00(A.B.) 24 RCMP O {J--- 1.5.1 (TYP.) \/\ `1 .� j'r( o INTAKE BUILDING ` I STA.A-+25, INSTALL 30 LF k �130'R J. (MIN. SUBGRADE WIDTH MIN. SUBGRADE WIDTH) 18" CMP CULVERT O 10.0% a z _ A HYALITE CANYON ROAD - I I.E. � 5A9° TYPICAL SECTION - STA. 0+00 TO 2+35 wN�� HYALITE CANYON ROAD I7 1E EXISTING u - SCALE:1" 4'-0= 4'-0 o w m _I (ENGINEER TO FIELD --18" CMP x q STA. 6+10 w 2:1 (PAVED ROAD "-' u ROVE AND DISPOSE OF VERIFY LOCATION PRIOR I.E.=5494,44 0p TO 5486 CONTOUR w z EXISTING BARBED WIRE TO CONSTRUCTION) -� '.pha INSTALL NEW GATE, ) EM �i TO BE PROVIDED FENCE WITHIN GRADING LIMITS ( ) UNDERGROUND ELECTRIC BY MOVED TO STA 2+00A.B. BY USES OTHERS ( SEE NOTE 2) S g 3S R PVI STA = 6+00 R ¥ PVI ELEV = 5494.50 Q A.D. _ -8.00 ACCESS ROAD (BOZEMAN INTAKE ROAD#6201) K = 7.50 fL ROAD 60' VC-I ',05 3 VARIES VARIES Q o �(7' MAX) ~-(7' MAX) i vi 3" MIN. BASE COURSE OVERLAY -8 �o a ON EXISTING ROAD �E -.`,0O O O N u .. one s > U , � �� w w EXISTING!ROADWAY 5495 II° m> OOS 5500 HIGH POINT ELEV = s476.ss <w m r21 TYPICAL SECTION - STA. 2+35 TO 4+25 ^ w HIGH POINT STA = 0+13.04 0 0 w - SCALE: 1" = 4'-0" PVI STA = 0+20 0+ d PVI ELEV = 5476.70 5490 A.D. _ -11.79 ° II 5495 g K = 1.70 20' VC OVERLAY EXISTING o ROADWAY a a � w PVI STA = 0+80 5; PVI ELEV = 5470.70 5 W Off` v� EXISTING Q a Sa^"� w PAVED ROAD ROAD Z 5485 A.D. = 4.00 N 5490 I- E o I K = 15.00 I LOW POINT ELEV= 5465.26 + '^° Z UNDERGROUND - o o N 60' VC- LOW POINT STA = 1+96.43 `a O _� vI ELECTRIC BY OTHERS I o+v o PVI STA = 1+75 II II (SEE NOTE V 2 G w "I ,�^ PVI ELEV = 5465.00 a > n+I ui 5480 >> N o a ~ W 5485 BACKFILL TO 3:1 J Z O >> c.1 w A.D. = 7.00 I o m > +o, 3" BASE COURSE _ w> K = 8.57 5 O' 1 w W n. S '` tO,� OVER 12" SUB-BASE 7' 7' C Z 0G I a � ^o m> o 60' VC 1 w COURSE 3.0% (/') Z N 17 m ro FINISHED - -------- -- 1 O 5475 ( ) 5480 1.5 (MIN.) ------- __ n `g o o FINISHED OVERLAY GRADE TYP --- m Ln �- cif \�O� N a n (EXIST. GRADE PLUS 3" MIN.) / 1� -- - .5 (MIN.) W N + a ,n n + . / I- M Q Z W N � + o II o > v II / COMPACTED 3.0' (TYP.) Z E 5470 p m m u 6i 10 / � 5475 EARTH FILL 9.0' 10.3' w MIN- SURGRADF WIDTH 11<e .6 w w a 5 /' EXISTING GRADE ( ) (MIN. SUBGRADE WIDTH) Q ^ 6.5' MIN. a Q o 0 covER °O' // TYPICAL SECTION - STA. 4+25 TO END N a o II SCALE: 1" = 4'-0" _ -165 +w w 1.007 _ - 5470 In ova m w a SEE SHEET 1-1 FOR N Wo k45' BEND AT ROAD STA. 1+88.59, 6.28' LT RECORD DRAWING30" D.I.P. ELEVATIONSZ Q - = PIPELINE STA. 2+90.09 Q 5460 `70• (SEE SHEET W-1 FOR CONTINUATION) 5465 W a �!p O U m G NOTES: o - 1. THE EXISTING 24" CMP CULVERT WILL BE REMOVED AND REPLACED BY THE PRaecT No. d5455 5460 UNITED STATES FOREST SERVICE (USES). THE CONTRACTOR SHALL COORDINATE 0417.G40 O WITH USES TO ACCOMODATE THE CULVERT WORK. SHEET NUMBER m 4 n ^ 'T?n �`! m '�?rn '�?rn 2. THE BURIED ELECTRIC POWER CABLE WILL BE INSTALLED BY NORTHWESTERN n o^ n^ o ^ n n n n n,6 n m m m w rn w m 4 rn ENERGY, INC. THE CONTRACTOR SHALL COORDINATE WITH NORTHWESTERN 10 o ,d a a n< ,d a ,d ,d a o a o a N n a N ,d a ,a a N ,a•a ,a a a N N a a a a ENERGY AND SCHEDULE THE ROAD WORK TO ALLOW POWER CABLE INSTALLATION DRAWING NUMBER '�' '� 'G , '� AFTER ROAD IS CONSTRUCTED TO SUBGRADE BUT PRIOR TO SUB-BASE AND BASE COURSE PLACEMENT, 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 I_3 mom TURBIDITY CURTAIN, REMOVABLE HANDRAIL - amzi CENTER PIPE ANCHORS TURBIDITY CURTAIN, POST AND SLEEVE O ; NORTH END ANCHOR - Q SEE DETAIL 5'-3" O.C. (TYP. OF 5) HYALITE CREEK © SEE DETAIL 1-10 4 SEE DETAIL® W �- z, 0 �p FOR TRASH RACKS AND SUPPORT I-10 1_g RECORD DRAWING 4 2 4 �1 2a FRAMING, SEE SHEETS 1-6. I-SA AND 1-7 GRAPHIC SCALE �D �� EXISTING SPILLWAY p u CREST EL. 5472.3t t IN FEET I AND .0i D NOTE: MH MOVED 1' TO THE I inch- 4 It. TURBIDITY CURTAIN (D I � SOUTH END ANCHOR - PONDED I -4'-0" EXISTING TOP OF FOOTER SOUTH 33%y'j�ti, SEE DETAIL AREA I EL = 5465.38 1-10 1'- " (TYP.) BYPASS JUNCTION VAULT SEE DETAIL x =25 U_ y 1-5 _ - - 1 - V-2" Z 3 A 1-8 �ry 5 �d x x x x .r v -- ---�i- -- -- - - ° 0 1'-6" EXISTING CtFNC. SPILLWA 3 I TI L TO REMAIN. CONSTRUCT VERTICAL 6'-0" TD`-Q; \ .77x TYP. I 'H-x o -I \ (TYP.) 6"I"'I a I I WALL EXTENSION PER SHEET S-2 \ PRE-SETTLING V LT� 5 EDGE OF CONIC. PAD `�( 11'-0" (A.B.) 8 \ � CONC. SLAB SEE SHEET S-2 \ ' o \ 1 3'-1 0"� 48" CL III RCP PRIMARY BYPASS LINE O 1.00% 48" CL IB RCP O 1.20% m ry t�GE OF \\ 5 `- 7 PRIMARY PASS VAUL L -- CONE. SLAB �- - I LEI 11IH 4-0^ 4 0 I I - V-0" 1'-0"J S 6 2'-0" C 2'-0" FLOW METER V LT I 1 1 I ( I SEE DE7AIL� L �-// REMOVABLE J 2 4' GATE 6'-0" GUARD POSTS 1-8 m ii 16 g N SCREE G VAULT H t! 36" RCP :RIARY \\ 7 m BYPASS LINE 1.60% � O \ 33'-31' I + + D 1 12 SDR-35 PVC CLEANOUT LINE O 1.30% � a FORESAY - - PRESSURE-TEST PRIOR TO O 4 CONNECTION-SEE SHEET 1-1 DISCHARGE ' � �-®3�_ _ f VAULT LJ' I(�) h c 30" CL 150 D.I.P. PROPOSED gg O I - - - - O�S SUPPLY LINE O - x 26'-0" - -- J (TYP-) 0 f k -AIR BACKWASH-- ---------------- h RETAINING WALL v PIPING - SEE EDGE OF CONIC. FLOOR I FLOYM 24" CL 200 D.I.P.SEE SHEET S-1 DETAIL (GALV. STEEL CRATING I I IMEASUREBIENT 6• � m^ 0 1 TO WEST AND SOUTH V-0"1-1 VAUIIj(�� 1•_6^ (TO EXISTING SUPPLY LINE) O 0.50% I� _ M1 I 1-13 SEE SHEET S-2) I ~) II LJ, _ O & O I F JC-4- LE COUPLING)'IN ON 30^A'LU D.I.P., AND ��11 in I L--- �---- FLUSH-MOUNT JUNCTION BOX CENTERLINE w OF ACCESS ROAD a a I 200 GAL 1'-0" 13998F1 WITH 13993F1 CORROSION O € VEHICLE ACCESS AND a.- I AIR TANK EQUIPMENT AREA (TYP. OF 2) PROTECTION UNIT AND WIRING (SEE o w FLOOR ELEV. = 5476.40 I SPECIFICATIONS) \ 8' HIGH WELDED WIRE + I PERMANENT G ARD POST 's SEE DETAIL,/U7- SECURITY FENCE I 1 \ a' � SEE SHEETS I-1 AND I-9 I K I-13 / +---- �-4'-0" - 4'-0' of, / v' BUILDING WALL (TYP.) I CONIC. PAD AND 9' LONG TRENCH DRAT/ + � � o = U SEE SHEET S-2 AND SECTION vc I ^ 3 L----- ----------�-------------�------- ur S- ur ur _ ur 0 50% c . 34'-8' 10'-0" Cl- RCP I L' ..j0. � o c� °d o m o SLIDE GATES Z Manual Operator Gate ipe Stem Operating Head Range Q Item Model (see Note 1) Specials Invert Height (see Note 4) ~ Z o, No. No.* Description enin Size Quantity -Type oun In see Note 2 Elevation see Note 3 -from o MISCELLANEOUS EQUIPMENT 1 C-10 Canal Gate 30 O • Dia. I Wheel OP _ 69.80 8.25 1.3 5.3 5 2 0-5000 Sluice Gate 36" High x 72" Wide 2 Crank OP FB, OSA fi,4-bp 6.5 10.5 DescrIpTionlype SS 3 5-5000 Sluice Gate 36" High x 72" Wide 1 Crank oP M, OSA, PI �64.30� Q13.50 6.6 10.6 _ ACCESS HATCHES l 4 _C-10 Canal Gate 48" Dia. 1 _ Crank VP _ _ �6b7-:�Y T4:84- _6.8 10.8 J 5 S-5000 Sluice Gate 36" Square 1 Crank VP *7-0 \ 10.10 3:0 7.0 O enin Size in. Opening o B 2 Manual Hoist Support Wull-mount below grated decking 3 6 C-10 Canal Gate 12" Dia. 1 FM FM NRS (65.401 14.40 7.3 11.3 Item Model loge er Type Specials Hinge Side a Q N C 1 SP Transducer 4 7 C-10 Canal Gate 12" Dia. 1 FM FM NRS 54.�U 14.40 7.3 _ 11.3 No. No.• Side Side see Note 2 Loading see Note-?L see Note 3 M D 1 SV Transducer 4 8 C-20 Canal Gate 36" Dio. 1 Crank VP/B M, PI 66.80 11.10 4.0 8.0 a S1S3042 42 x 30 cone. slob 300 psf IN S (n Z 1 DV Transducer 4 g Q-5000 Sluice Gate 24" Square 1 Wheel OP FB, M, PI 65.15 13.25 6.2 10.2 b__ H2R4848 48.x 48_ cone.slab _H20 _ IN _ E. W O FV Transducer 4 - - -- c HiR2430n64 coot. slab H2O IN, DD S, S10 C-10 Canal Gate 12" Dia. 1 Wheel OP 66.00 12.90 5.8 9.8 LX InG 1 V-notch Weir Plate Galvanized steel plate and frame 5 - -- d (Note 4) LD decking 300 psf CUR W-H_ 2 Tee Screen Stainless steel with uide rails lem 11 C-10 Canal Gate 36" Dia. 1 Crank OP 66.80 11.10 4.0 8.0 LJ 9 Ys a (Note 4) LD decking 300 psf CLR S a1 2 Air Backwash Inlet See detail 4 on sheet 1-13 12 C-20 Canal Gate 24" Dio. 2 Wheel OP U 67.30 11.10 4.0 8.0 1 W1C2424 coot. slab 300 psf CLR N QJ 1 Staff Go a From t of base slab, 10' min. het t 13 C-10 Canal Gate 30" Dia. 1 Crank OP 65.50 12.65 5.6 9.6 Zf 9 oP 9h 9 (Note 4) HD decking 300 psf CLR SK 1 Trench Drain T of ate elev. = 76.20 14 C-10 Canal Gate 30" Dia. 1 Crank VP 65.40 12.75 5.7 9.7 �ia oP 9r - - - _ h WIC2424 _ _ cone. slab H2O CLR S Of s L i Trash Rack & Frame See detail 2 on sheet I-13 15 A-250 Adjustable Weir 30" Square 1 Wheel VP D0, PI 72.20 5.95 -1.1 4.9 -i- W1C2424 24 x 24_ _ cone. slab 300 psf CLR N Z '- 1 16 A-250 Adjustable Weir 24" High x 36" Wide 1 Wheel _ VP DO. PI 71.80 6.60 -0.5 3.5 HIW3030 30 x 30 conc. riser H2O WT W N 17 A-250 Ad' stable Weir 36 5 uore 1 Crank VP DO, PI 71.20 6.70 -0.4 3.6 • Model numbers are or products by Halliday Products, Inc. Q w • Model nunn ers ore or produc s y o ermon n us n1 Inc. J Y MISCELLANEOUS I ANEOUS IPM NT NO & ACCESS HATCH NOTES: Li.l Q Q j1 SLIDE GATE NOTES: ® 1. All access hatches shall be aluminum with stainless steel frames and hardware. 1V = z -1 1. Refer to project specifications for additional information on manual hoist and all 1. Abreviations are for the following: 2. Abbreviations are for the following: 0 '• other equipment identified or indicated above. Wheel = stem-mounted hand wheel; rotates on vertical axis cone. slab = cast-in-place concrete slab m Crank = hand crank and gear reduction unit; crank rotates on horizontal axis cone. riser = pre-cast concrete riser or grade rings F 2. The flush-mount support sleeve for the manual hoist shall drain back into the FM = flush mount easing/stem guide and cover with recessed operating nut HD decking = heavy-duty grated steel decking (see Note 4) vault; include a tree-draining bottom closure to support the hoist and its rated OP = Offset pedestal mounted on top of concrete wall LD decking = light-duty grated steel decking (see Note 4) z m load capacity. VP = Vertical pedestal mounted on concrete slab SLIDE GATE NOTE #3 a P WT = water-tight installation required � MODIFIED A.B. a VP/B = Vertical pedestal mounted on top of wall mounting bracket ) IN = insulate inside of door 3. Support shall fit just below bottom of grated decking; cut decking for clear w 2. Abrevialions are for the following: DO = double door, weld center roil on west door (east door to open first) fv opening above support sleeve. FB = flushbottom closures invert flush with bottom of vault). Block-out depth for frame shall be as specified b the manufacturer. O (� ) P P Y CLR = clear above (open hatch does not protrude over the vault opening)U OSA = Oil seal assembly, extends from elevation 71.0 to elevation 75.3 to allow for ice pack and fluctuating water/ice levels. 3. Hinge Side: N = North, S = South, etc. Two hinge sides indicates double-swing door. m 4. For SP Transducer installation, see Section For SV, DV and FV M = motor-controlled transducers, see Detail B gate, operated by an electric motor actuator and controlled by the telemetry system. 4. Hatches d, e & g shall be one piece panels of fabricated steel grating hinged to the o ® I-8 PI = position indicator, indicating percent open. adjacent grating panel. Fabricated steel grating hatches shall open 180'and shall lay flo PRCIJECT No- NRS = non-rising stem with manual operating nut on top of the adjacent panel when opened. Refer to project specifications. a 5. See Detail 1_8 0411.040 U = good sealing characteristics required for on unseating head of up to 10 feet. I-13 DO = SHEET NUMBER downward o enin slide ate. In the "down" osition. the t p g g p op of the slide (cover) shall be flush with the invert of the concrete opening. ^_ 3. Stem height (in feet) is calculated from center of gate opening to finished floor/top of slab plus on assumed 3-toot rise to hand crank. 11 Actual stem height will vary depending on the manufacturer. All stems are rising stems unless otherwise noted. DRAWING NUMBER Operating head is measured in feet, from the water surface to the centerline of the gate opening. The water surface ranges from the spillway = crest elevation (72.3) to an estimated 100-year flood elevation of 76.3. I-4 moo F 7Z1. O - nwN OU Q U U TRASH RACK RESTRAINT: �IJJ J•0 EYE BOLT & ANCHOR " 0 3'-8" (TYP. OF 4) _FOR TRASH RACK SUPPORT SEE DETAIL FRAMING, SEE DEfAIL� 4'-0- FOREBAY, WITH Ui,o 5'-10" IRRIGATION �� 2; INTAKE PRE-SERLIN 5'-0` SECONDARY 24x24 ACCESS HATCH ' 8'-0`PRIMARY 14'-11"CITY INTAKE VAULT TRASH RACK RESTRAINT: BYPASS VAULT Y2'_0" h _> BUILDING WALL BYPASS VAULT PRE-SETTLING VAULT J"0 EYE BOLT & ANCHOR SCREENING VAULT TOP OF EXISTING (TYP. OF 2) SEE DETAIL (BEYOND) SPILIWALI SIDEOF EXI TINE �\' BUILDING TOP OF WEST WALL OF BUILDING WALL I_6A WALL VAULT-76.30 (BEYOND) HATCH ACCESS GALV. STEEL GRATING BUILDING HATCH TOP ELEV.=76.40 (TYP.) WALL � N x � 2-0" _ © CONCRETE CONCRETE WEIR WALL 1 EXISTING SPILLWAY 2-11" I.E. 69 BORCP 24'x24" o WEIR WALL — N CREST ELEV. 72.3+ ACCESS HATCH 9'-6" 6'-0" o 2 3 PIPE SUPPORTS LL 71.�1 a F o / STILLING TUBE, SUPPORT 6'-0" 6'-0" + — E�71.20 TEE SCREEN 0 8' O.C. — 36" DIA. SLIDE a AND STEEL TRASH RACK (TYP.)� GATE OPENING C N y RETAINER SEE SECTION 9,} 36" RCP 01.60% 5'-0" �- LE. 66.80 © m W m o ------------------------ --------- --- -- I 8 `" I.E. O VAULT = 65.10 -------------�_���--------------------------------------- g� 1-4• 1'-0" + + �j 12" D.I.P. CLEANOUT c3 m `• 12" SDR-35 PVC ' LINE, I.E. 66.00 - g 01� 30%-". _0• ----_-- '' ' 12` SDR-35 PVC O 1.00% --------------u.4-� SEE SHEET S-1 w T.O.S. 64.30 ----------'----_-'-_---_--_----_------_--_—------------------ 1'_p• FERNCO BAND COUPLER TOP OF SLAB 12" D.I.P. WALL SHEET SER TYP. OF 5 EL 65.38 PIPE, PLAIN ENDS, n z 12" D.LP. WALL PIPE, 12" D.I.P. WALL PIPE, 2'-0" LENGTH T.O.S. 62.10 '^ PLAIN ENDS, 3'-0" LENGTH PLAIN ENDS, 3'-0" LENGTH 24" DIA. SLIDE GATE/TEE SCREEN 88 PIPE I.E. = 65.71 PIPE I.E. = 65.76 OPENING - I.E. 67.30 (TYP. OF 2) �R 3'x6' SLUICE GATE 3'x6' SLUICE GATE OPENING - I.E. 64.20 OPENINGS - I.E. 64.30 ZL 0 vor]B H 1 n SECTION ~� � 1-4 SGECTION 1 O 1-4 SCALE: 1 4 = ,--0 0 sn �� >e 6'-0" SCREENING VAULT WITH 30"x30` ACCESS HATCH - Q 3-0 WIDE 30"x30" Y I VAUL4'-0 DISCHARGE fL 2'-6" WIDE 5'-0" PRE-SETTLING BUILDING WALL WEIR OPENING ACCESS HATCH �I VAULT 4'-0" FLOW WEIR OPENING VAULT GALV. STEEL GRATING, ml MEASURMENT VAULT 12'-10" FOREBAY TOP ELEV-76.40 (TYP.) A-71N TOP OF VAULT-76.30 1'-0" 24"X24" ACCESS HATCH Fi f3'-0" WIDE24"x24" BUILDING TOP OF EXISTING WEIR AND SLIDE ACCESS HATCH TOP OF EXISTING WALLoSPILLWAY SIDEWALL 2.00R GATE OPENINGS 48"x46`TOP OF VAULT ELEV.=76.40 SPILLWAY SIDEWALL ACCESS HATCELEV.-75.8+ ELEV.=75.8+_ 42"x30" I f ' Li - ACCESS HATCH �4'-0• - I 2' 0"I- I Q SPILLWAY CREST I SPILLWAY CREST 2_O• I I Q ELEV.=72.3f EL. ELEV.=72.3± I i 45' Z i 9 I EL' '1'I O PRIMARY I (�•) SHARP-CRESTED 90' V-NOTCH O 6'-0 1'-6" BYPASS VAULT L. 71.20 ' WEIR - BOTTOM ELEV.=70.64 + + TEEE I 2-p 2' 0 J z 0 3'x6' SLUICE GATE SCf7EEN - '� ' Z O_ iv cl- -� 36" DIA. SLIDE OPENING - I.E. 64.20� I m ~ + GATE OPENINGS I.E. 66.80 9SQUARE t + (n z ui T.O.S. VARIES - SEE SHEET S-, O �u T.O.S. 64.30 \ r EL N 1 12" DIA. HDPE CLEANOUT LINE L'"I w o 24" D.I.P. SUPPLY LINE E T.O.S. = 62.]O I 30" D.LP' 30" DIA. SLIDE GATE Q Z 0 12" DIA. SLIDE 36" SQUARE SLUICE I SUPPLY LINE OPENING - I.E. 65.50 Z U EXISTING SPILLWAY Q GATE OPENING GATE OPENING 12" D.I.P. STRUCTURE EXISTING SPILLWAY O I.E. 64.50 I.E. 67.80 STRUCTURE CLEANOUT LINL Z 48" DIA. RCP LUICE BYPASS LINE GATE OPENING J w I.E. 64.10 24" DIA SLIDE GATE/TEE SCREEN aI OPENING - I.E. 67.30 NO = Q I m Z SECTION � SECTION m 1-4 SCALE: 1/4- _ ,=0- I-4 SCALE: , 4 = ,-0" Z I Q w p 0 V O Q CI] RECORD DRAWING O PROJECT NO. I O ao NO1CONCRETE OPENINGS FOR SLIDE GATES, HATCHES AND OTHER SHEEf17N MBFR ^ EQUIPMENT ARE SHOWN: MOST EQUIPMENT WAS OMITTED FOR a CLARITY. SEE SHEET 1-4 FOR ADDITIONAL INFORMATION ON t2 EQUIPMENT. [DRAWING NUMBER 2. REFER TO SHEET S-2 FOR GALVANIZED STEEL GRATING DETAILS. I-5 4x4x} STEEL ANGLE mg 0 Yi 4 - >mcsii SUPPORT RAIL-TOP END, TYP !. 5 }" STEEL K o o ZL TYPE B-SEE DETAIL (TYP.) SUPPORT RAIL-TOP END, PLATE (TYP.) > IQrd o to TYPE A-SEE DETAIL (TYP.) 1 }' SQ. SPACER �u o" PRIMARY I-6A 14-11' 6" 5'-10" 6" TBAR. 7* LAONC CER 1 BAR. 3�' LONG !vw. �Y -6A BYPASS VAUL Cltt INTAKE CONC. WALL IRRIGATION INTAKE CONC. WALL TYP. 3'-4' 3'-4" 3'-4• 6' CONC. WALL Yx 3Yt a33N,� L" 2• (TYP) 2" (TYP.) 2- ( ') (TYP.) 3'- TOP OF VAULT ELEV. 76.30 3" PLAN VIEW 'Q = - - SQ. SPACER + + + + I + a + +' + BAR (TYP) 7 e r— INSIALL STOP BRACKET > STEEL TRASH RACK, I ON END OF CONC. WALL 5' TOP SUPPORT 6 - - - tC'ENTER 3 SEE DETAIL�(SIMILAR) SUPPORT RAIL SEE DETAIL �1- -+- CLR. _ _ BEYOND - SEE r + + I + + SUPPORT + + + ; DETAIL® 0 3 x S I _ .) SEE DETAIL I 21, J"R 8 S Y w 7, I 30' 3 3'-3]" CLR. 3'-3}" CLR. 3'-3}" CLR. (FRAME NSIDERDIM.) I (FRAME INSIDE DIM.) I (FRAME INSIDE DIM.) I (FRAME INSIDE DIM.) o ____ ______ _ _________ __________ �} N o CR I 1 I I I 8. STEEL TRASH RACK CLR. . -6' SEE DETAIL 3x2x} STEEL I I INSTALL Cltt I 1" }• 1 SUPPORT RAIL (TYP.) 3'-3}" CLR. INSTALL STOP BRACKET 4� STEEL j N N o 1-7 INSTALL CITY INTAKE STOP (FRAME INSIDE DIM.) ON END OF NC. WALL L I ( ) m w m SEE DETAIL INTAKE STOP BRACKET - PLATE 2 BRACKET - SEE DETAIL SEE DETAIL a m SEE DETAIL 2 -6A RAME INSIDE DIM. 6" CONC. �}"0 ANCHOR x 4}' EMBED DRILLED I-6A TO OF BOTTOM FRAME INSIDE DIM. TO CL WALL k EPDXIED HILTI-HIT-HY750 (TYP.` fL SLUICE B CKET = 4" BO OM OF BOTTOM BRACKET = _ 3x2x} STEEL STEEL TRASH RACK, GATE STEM L SUPPORT L ( P.) BOTTOM SUPPORT I GATE STEM I (TYP. TO LEFT) 'BRACKET (TYP. (TYP. TO RIGHT) SEE DETAI 4x4x} STEEL SEE DETAIL SEE DETAIL 2 3 S__I_D_E VIEW ANGLE a ® I BOTTOM BRACKET (TYP.) z w 1-7 1•� I I I i I I I - I SEE DETAIL I W N u - I 2• (TYP.) I I I I I I TYP I 6n I I I c ) L BOTTOM BRACKET 6= gg SCALE: 1/4` = 1" R I 6' �- + I I + + I + + I + + + ' + TOP OF SED. CONC. WALL, _ ---____-- -----__J I L_______ _______J I L_______ _______J I L_______ ------ --� � ---------- ----------- CUTOFF WALL ff }"0 BOLTS O 12" ELEV. = 67.80 O w 8 I - �11 I ] _ `8" (TMP') (TYP. OF 4 PER D.C.FRAME) 4x4x} STEEL 4 • 1], 1+�" SEE DETAIL® ANGLE (TYP.) 4 PBOLTS O 16j" O.C. �i w . OF 5) TRASH RACK SUPPORT FRAMING — FRONT VIEW ` I-5 SCALE: NOTE: SEE SHEET 1-7 FOR TRASH RACKS O 8£ RECORD DRAWING GENERAL NOTES: 1. VERIFY AS-BUILT CONCRETE DIMENSIONS AND ELEVATIONS PRIOR TO FABRICATING STEEL SUPPORT FRAMING AND ATTACHMENT HARDWARE. MODIFY STEEL PARTS AS REQUIRED QTO FIT AS-BUILT CONCRETE STRUCTURE. WELD SHALL 2-' � " m (2. ALL STEEL STRUCTURES, SUPPORT FRAMING AND BE GROUND 0 ATTACHMENTS SHALL o ( 1 y FLUSH WITH I 3 1 o cTi $ a m o STEEL FABRICATED ANDD MADE Of STAINLESS STEEL OR DRILLED, THEN HOT-DIP GALVANIZED. TRASH RACK SIDE I fL SLIDE GATE STEM ADDED NOTE k ALL BOLTS AND CONCRETE ANCHOR BOLTS SHALL BE OF SUPPORT RAIL AND WALL BRACKET (A.B.) STAINLESS STEEL UNLESS NOTED OTHERWISE. 1 APPRO%. 100- WSEL PER MANUFACTURER Fill 3"xt}'x}" STEEL PLATE 3. TO INSTALL NON-METALLIC TRASH RACKS, SLIDE THEM 1 Q = TOP OF VA T = 76.3 2 I Z E s DOWNWARD ALONG THE SUPPORT RAILS TO REST IN THE �— 1�• i SUPPORT RAIL: 0 SUPPORT RAIL - 3x2x} STEEL ANGLE g v TOP END, TYPE A OR 4. SEE SHEET I-6A FOR 'CITY INTAKE STOP BRACKETS' Z TYPI MAX SPRING TYPE B SEE DETAIL AND "SUPPORT RAIL-TOP END" DETAILS. CENTER SUPPORT: NON-METALLIC TRASH -RUNO F EL. = 74.3t 3x2xa STEEL ANGLE r RACK - SEE NOTE J Q o BELOW AND DETAIL - SECTION A-A (END CONNECTION � a o 1-7 CENTER SUPPORT SPILLWAY CREST EL. = 72.3 SEE DETAIL© 1n Z d - I END OF I NON-METALLIC A O o_ IRRIGATION INTAKE I- 9" LONG, 4x4 a: Fn 6" CONC. WALL I "} TRASH RACK i N V1 I- ::E Y STOP BRACKET - 2 RE D CITY INTAKE STOP A STEEL ANGLE � W N U o SEE DETAILS AND L BRACKETS - 2 REQ'D c 2• CENTER SUPPORT: Q SEE DETAILS �1p 2" Z < E TOP EL. 72.25 (TMP•) TOP EL. 72.25 3x2x} STEEL ANGLE Q BOTTOM BRACKET AND '+ SEE DETAIL 21'* I� - 1.j" (TYP.) F1 _ 21, I Q W Q o SUPPORT RAIL - BOTTOM END I + J f- SEE DETAIL® 10• CONCRETE " "0 HOLE do Y I I ' / STEEL PLATE M Q + J 1 BAFFLE WALL O ANCHOR BOLT 1 } I .1 T.W. 67.80 - Q. �� (TYP.)_ i 8.9 i J'f ANCHOR X 41" EMBED DRILLED SUPPORT RAIL- A O = N 3x2x} STEEL ANGLE Q� Y4 1 4" I I h EPDXIED HILTI-HIT-HY150, SEE DETAIL 4'-3• m a (SEE END DETAILS) 69' THROUGH "0 HOLE IN STEEL 0 a 6" 3'-0'---{ m _ 9" LONG, 0 EL ANGLE ® _ I ANGLE (TYP.) m J_ 1 3'-0" SLUICE GATE 2 4* LONG STEEL ANGLE) 1 1,i' (TYP.) w o NOTE: NON-METALLIC TRASH RACKS OPENING SLIDE INTO SLOT IN BOTTOM r O BRACKET AND IN NORMAL & EPDXIED HILT H T-HY150R(L�) OPERATION LAY AGAINST T.O.S. 64.30 6" GONG. m p SUPPORT RAILS. THE SEDIMENT A PROJECT NO. 01 CLEANING POSITION (RESTING CUTOFF WALL 4x44 STEEL FRONT VIEW SECTION A-A o417,040 • ON THE STOP BRACKET) IS ANGLE - SEE DETAIL 6" CONC. SHOWN IN GRAY LINES. ) NOTE: LEFT (NORTH) BRACKET SHOWN. SEDIMENT SHEET NUMBER SIDE VIEW MIRROR FOR RIGHT (SOUTH) BRACKET. CUTOFF WALL 13 O DRAWING NUMBER SUPPORT RAIL ASSEMBLY — TYP. SIDE VIEW a SUPPORT RAIL — BOTTOM END s IRRIGATION INTAKE STOP BRACKET CENTER SUPPORT 1_6 - SCALE: 1 2 = 1'-0- - SCALE: 1/4" - - SCALE: 1/4' - 1' - SCALE: 1/4` = 1- mom _, amui 4"x9"x}" STEEL PLATE iJzo� TOP OF CONC. WALL 3x2x} STEEL ANGLE aw'z ELEV. = 76.30 9 �7• 9"x4"x4' STEEL PLATE ioo E., TRASH RACK RESTRAINTS: 8 8 ~�� "0 EYE BOLT WITH 4" 60' 1'-6" T TOP OF CONC. 9"x3"x}" STEEL PLATE 9"x3"x}" STEEL PLATE 14" 0 EYE (TYP. 6) 3x2x} STEEL ANGLE 4, HEADWALL ' -- A 1 L � J"O x 11" LONG 11. SLOTTED HOLE (TYP.) 2•_ B 2]• i + "0 ANCHOR x 34" EMBED DRILLED KET & EPDXIED HILTI-HIS-R� (TYP. CITY INTAKENS7ALL STOP BON CTWO 9" y o OF 6) SEE SECTION� SUPPORT RAILS PER DETAIL y s" 2r 9- 1_5 1_6 , SECTION A-A 0 9" ] 3x2x} STEEL ANGLE 3 1p"(TYP.) a SUPPORT RAIL ' 1-11" "0 ANCHOR x 44" EMBED DRILLED fig, 1" + & EPDXIED HILTI-HIT-HY150 (TYP.) (TYP J -- o 3x2x} STEEL o ANGLE c CONCRETE WALL o Y _ 2 WE 3x2x} SUPPORT RAIL y 4"CLR 3x2x} STEEL ANGLE STOP 6" CONC. BRACKET w w 3" A SEDIMENT c� o CUTOFF WALL 3x2x} STEEL ANGLE SUPPORT RAIL (TYP.) - i FRONT VIEW SECTION A-A (SIDE VIEW) SIDE VIEW SECTION B-BwW SUPPORT RAIL - TOP END, TYPE A LL CITY INTAKE STOP BRACKET ' I-6 SCALE: 1 4 = 1- 1-6 SCALE: 1 4 - 1" 5� gg S3 R d J g Y GENERAL NOTES: yg 1. VERIFY AS-BUILT CONCRETE DIMENSIONS AND ELEVATIONS do PRIOR TO FABRICATING STEEL SUPPORT FRAMING AND w � Y }"0 ANCHOR x 41" EMBED DRILLED ATTACHMENT HARDWARE. MODIFY STEEL PARTS AS REQUIRED & EPDXIED HILTI-HIT-150 (TYP.) TO FIT AS-BUILT CONCRETE STRUCTURE. gs 2. ALL SUPPORT FRAMING AND ATTACHMENT HARDWARE SHALL € BE FABRICATED AND DRILLED, THEN HOT-DIP GALVANIZED. ,I,I FACE CONC. ALL BOLTS, INCLUDING CONCRETE ANCHORS, SHALL BE HEADWALL m $¢ • ALL STAINLESS STEEL UNLESS NOTED OTHERWISE. 7 >s=ILL--JILJ��I }" STEEL PLATE 7 fE J"O HOLE (TYP.) ^ 3 J"R 3x2x} STEEL SUPPORT RAIL c o _ 3" 3-(TYP.)(TYP.) 12 1� J"O HOLE z� � 1,�"(7Yp.) TOP VIEW c� 1}"R -- SLIDE GATE Z 4"-ALIGN WITH 4" CLR WALL BRACKET Q y GRIND SMOOTH 4" CLR PER DETAIL�. Z E 44" REQ'D FOR" CLR DIMENSION y I 1-6 FACE OF (7 CONC. HEADWALL Z 3"— ANCHOR BOLT EL 3x2x} STEEL ANGLE SUPPORT RAIL � SUPPORT RAIL TOP END TOP END ANCHOR 1�' Of ANCHOR (SHADED)- 3x2x} SUPPORT J"O HOLE FOR J"O HOLE 2 '3(SHA -J w SEE DETAIL®. RAIL (TYP.) DETADED4SEE ( ) (TYP.) 1J"R y CL Q ^ 3x2x} STEEL ANGLE - - O N 4"0 BOLT (TYP.) 4• 1 . N Z (TYP) 1 ANCHOR O 3"x2"x}" TOP BRACKET (TYP.) STEEL BOLT w N N }" s SIDE VIEW SECTION A-A (TOP VIEW) AN2x} STEEL 1 " 7PLATE 3 a ANGLE (TYP.) Q o E Yi \10"x4")j" STEEL PLATE Y SUPPORT RAIL - TOP END, TYPE B FRONT VIEW SIDE VIEW : J a I-6 SCALE: 1 4 = N r I v O 2 b EYl J �1 SUPPORT RAIL-TOP END ANCHOR (FOR TOP END, TYPE B) a J - SCALE: 1/4- 1- 0 m V Q M ■{T,�1 I RDRAWINGPROJECT N0. 0 i W C O i W SHEEP 7NUMBER 13A a DRAWING NUMBER 0 1-6A m8o 8" INSIDE GRAB BAR (TYP) a i i GRAB BAR, (TYP) DIM. (TYP.) SEE DETAIL HORIZ. BAR i�o� �o INSIDE DIM. SEE DETAIL - W/ SPACER LENGTH } a K rio PER INSIDE DIM. ON '''� ——— - — — A �DETAIL� 2• 1IR � _ rc� 2' 10"T 2' 10" A, •,,,3, 1'-2• I NOTE: ALL BARS ARE J"O 1'-4" ' LENG " "�11 J— SMOOTH STEEL BARS. SPACE TYPR M NUS T�" a Y o=Q' HORIZ. BARS +�' 3" VOERTICAL P OF 4 Br.`r�.nr 1}" x }' HORIZ. BAR HORIZ. BARS _= ON BACK SIDE (TYP.) 0 V-4" D.C. O 1' 4" O.C. 7Lc q•_6" 0 3 x 8' 8'-2" 8'-2' 1,-4. p 1 (8) INTERIOR VERT. (25) INTERIOR VERT. � 8 +W (PNOT BAR) �A, BARS O 3j" O.C. 7'-0" BARS O 2}' O.C. F H ALL N o DINTS _ I�SEE DETAIL©LLL m a HORIZ. BARS o i p 0 2 (TYP. L I YP. AL i 2" x m' JOINT y 1 1 1 10 VERT. BARS 2 J L 3'-2�' 5'-81" ' A 6' WIDE SIDE �2" " g OUTSIDE DIM. OUTSIDE DIM. RAIL - NOTCH TO 4" WIDE VERTICAL BAR, ROUNDED 2j" TO � 03}' O.C. SEE DETAIL HORIZ. BAR 2'-'0" F> I� TRASH WIDE RACKABOVE BAARS (STREAM SIDE) EDGE TO LEFT m HORIZ. BAR - VERT. BARS '-�" i FRONT VIEW FRONT VIEW O TYP. SPACING CITY INTAKE (TYP. OF 4) IRRIGATION INTAKE FRONT VIEW SEC. A—A " Me t n STEEL TRASH RACK NON-METALLIC TRASH RACKS GRAB BAR FOR NON-METALLIC TRASH RACKS I-6 SCALE: 1 2 = 1=0" I-6 SCALE: SCALE: 1" = V-0' RECORD DRAWING NOTO 1 E VERIFY AS-BUILT CONCRETE DIMENSIONS AND ELEVATIONS ~ ., PRIOR TO FABRICATING STEEL SUPPORT FRAMING AND O Q€ ATTACHMENT HARDWARE. MODIFY STEEL PARTS AS REQUIRED € f 88 TO FIT AS-BUILT CONCRETE STRUCTURE. SUPPORT RAIL - TOP END, TYPE A 771 S� SEE DETAIL 2. ALL STEEL STRUCTURES, SUPPORT FRAMING AND CH:j ADDED NOTE ATTACHMENTS SHALL BE MADE OF STAINLESS STEEL OR J"0x2" I-6A (A-B.) STEEL FABRICATED AND DRILLED, THEN HOT-DIP GALVANIZED. BOLT (TYP.) ALL BOLTS AND CONCRETE ANCHOR BOLTS SHALL BE 2" ��P) �2•� 1 STAINLESS STEEL UNLESS NOTED OTHERWISE. 33 3. TO INSTALL NON-METALLIC TRASH RACKS, SLIDE THEM 14• }" STEEL COVER PLATE DOWNWARD ALONG THE SUPPORT RAILS TO REST IN THE r.--2 ~ ' (DROP OVER 2" BOLTS L, 2' BOTTOM BRACKETS. RESTRAIN TRASH RACKS BY CONNECTING r }'0 ANCHOR x Alin EMBED DRILLED _ ® TO SECURE TRASH RACK) - _ q• HANDLES TO EYE BOLTS IN CONCRETE WALL, SEE SECTION f h EPDXIED HILTI-HIT-HY150 (TYP.) S+ __ 1TYP. USE SHORT CHAIN WITH LATCH OR HOOK. 1-54" " (TYP.) a x a k oi"0 SLOTTED i ® 6" IN STEEL ANGLE i INTERIOR LEADINGAL BARS: 7] }• 2" � II—�—JII— r ' (TYP.) (STREAM SIDE) EDGE Z CONCRETE � J"0 ANCHOR x Alin EMBED DRILLED Q HEADWALL CONICAL HOLE k EPDXIED HILTI-HIT-HY150 (TYP.) COVER PLATE C. HOLE (TYP.) Z 6" (SEE SIDE VIEW) TOP VIEW ANG STEEL COVER PLATE BOTTOM SUPPORT BLOCK ANGLE O 4"x4"x2" STEEL 11" (�.) NOTCH END VERT. 1 " 2 }' STEEL PLATE DEEP TO Cr TOP VIEW RECESS HORIZONTAL r S 14 d (TYP.) 6" BARS, (TYP.) 4• r. CONC. WALL y -r CL TOP VIEW -- --- 2" ¢}" DIA. SLOT + (n O Q N NUT R WASHER N u TOP OF CONC. VAULT _J }" STEEL COVER PLATE 2• (TYP.) �- 2" as W N Y ELEV. = 76.30 2 (BOLT TO STEEL ANGLE) TYP 2" vai Q N Q o STEEL I 4x4x} STEEL ANGLE ( ) ¢ri Q IY E TRASH RACK BOTTOM SUPPORT BLOCK 2" 4"x4"x2" STEEL J- - J"Ox2' BOLT - SPOT WELD Q I HEAD TO STEEL ANGLE (TYP.) SPACER 0 N Q w TOP OF CONC. 2'-I 60' I T- }"0 ANCHOR x 41" EMBED DRILLED do EPDXIED HILTI-HIT-HY150 (TYP.) LJ Q 3 SEDIMENT CUTOFF WALL 2" STEEL 2 I ELEV. = 67.80 TRASH RACK __ p N } CONICAL HOLE THROUGH -- --- + = v' -I BOTTOM SUPPORT BLOCK - 2" m J ! 0 ANCHOR x 4}" EMBED DRILLED }"0 AT BOTTOM, 2"R, ONLY ON BOTTOM �" SUPPORT RAIL - TOP END, TYPE A ENDS OF OUTSIDE (END) w 60' FLARE TO TOP p rn k EPDXIED HILTI-HIT-HY150 (TYP.) FACE OF SEE DETAIL FOR INTERIOR VERT. VERTICAL BARS Z CONC. WALL 1�� ' }" STEEL PLATE I-6A SEE DETA1 PACING, (TYP-) INTERIOR VERTICAL BARS - f m 6" SQUARE AT BOTH ENDS (TYP.) N CONC. WALL O " (CITY INTAKE) CO S FRONT VIEW 21' (IRRIGATION INTAKE) < SIDE VIEW PROJECT NO. FRONT VIEW END VIEW 0417.040 BOTTOM SUPPORT FOR STEEL TRASH RACK n TOP SUPPORT FOR STEEL TRASH RACK SHEET NUMBER n 1-6 SCALE: 1 a = ,'� I—sE' ' 4 ` '� NON-METALLIC TRASH RACK - ASSEMBLY DETAILS ,4 DRAWING NUMBER o - SCALE: 1/4- = i x I- x 3� m0� �2U NOTE: PRE-CAST MANHOLE BASE AND SIDEWALLS SHALL BE A y �nz,.,o ui WEST EDGE OF 12" RETAINING WALL MONOLITHIC POUR TO ABOVE TOP OF 30" D.I.P., AND AS a DRIVING SURFACE EXTENSION REQUIRED BY LINK-SEAL MANUFACTURER FOR PROPER " iwwz oo _ Q LINK-SEAL INSTALLATION. whop ow rw 6'-0" REMOVABLE GUARD 4'-10" SOUTH EDGE OF VAULT: 12" PVC 6'x6' WATER-TIGHT PRE-CAST F�� CONC. VAULT SEE NOTE ( ) TOP OF ACCESS=73.80 � POST TAIL Of 2 TOP OF VAULT=72.55 ( ) SEE DETAIL© I-13 2'x5' ACCESS HATCH TOP OF BASESLAB=63.04 2 �� o•, FINISHED GRADE/ 4'-0" T.O.S. = 75.30 i z= p�8" RCP FLOW - T U-6" _ FLOW 48" CMP � 2'x5' ACCESS HATCH -- e 4" SDR-35 PVC 7 10-0" 48" DIA. C-10 CANAL GATE — TRENCH DRAIN 2-6" (SEE SHEET I-4) OUTLET PIPE \ 30"x30" I.E. = 70.00 5'-6 CONNECT 30" D.I.P. TO MANHOLE ACCESS HATCM o � � w + WITH LINK-SEAL WATER-TIGHT \(SEE ET 1-4) /- C e 36" RCP 48" RCP \ 6• 48" RCP COMPRESSION FITTINGS. (TYP.) \ //� I 45' S-0 f 2-0 �1'-0" STAFF GA I.E. = Z*.72- �\ \ �, 4 o 64.50 (A.B. 1 \ STALL DEDICATED I 63.58 (A.B.) LE. = .50 ( \ �.� P-ON FLOW ^' a I I.E. = 1'3:4& _ Q\Q M ER do CONDUIT a N 7 1.20% 1.00X INTAKE BLDG. SDR35 PVC O 5.00% i 45' 63.00 (A.B.) CENTER LOCATION (L-36" RCP FL O PER PLAN / 0 1.60% INTAKE MHp1 �C LADDER wF�'�' °i B' DIA. FLAT-TOP MANHOLE fL ACCESS i i I.E. (S) = 63.73 ROAD 4'-0" z W W I.E. (SE) = 64.72 / /j BYPASS JUNCTION VAULT — SECTION - / WN Nn I.E. (N) = 63.49 - SCALE: t 4 = 1=0 5� gg BYPASS JUNCTION VAULT — PLAN — / / FL 24" D.I.P. I-1 SCALE: 1/2' 1'-0" RECORD DRAWING FLOW METER VAULT owm� I-1 SCALE: 1/2- = 1-0 TOP PLATE: W 4"x1'-6")4" 6" THICK CONCRETE STEEL PLATE SEDIMENT CUTOFF WALL 0 a TOP OF STEEL ANGLE) "L • SIDE PLATE: (WELD TO 4 9 O S II }' STEEL PLATE OP BLDG. WALL AND L STEELD TO ANGLE)TE GRATED DECKING n OR TOP SLAB PIKE (THICKNESS VARIES) �4- PIPE 1-6 � �44x4yj FINISHED FLR.STEEL TRASH RACK 6" EL. = 76.40 SUPPORT RAIL ®I --- SEE DETAIL 3� " VERTICAL STEEL ANGLE-- PIPE 1-6 UNDER STEEL TOP PLATE) ( ) d a SUPPORT B" 6" I I (TYP.) TOP VIEW T I I I 4" SCH. 40 PVC Q I I 4" D.I.P. WALL STILLING TUBE. Z E 5, 6" I I PIPE (TYP.) PIPE SUPPORT A 8'-6" LONG N 4'-0• i I 4" FLANGED STEEL PLATE 6kTr PIPE SUPPORTS D.I.P. STILLING N 0 4" MIN., 6" MAX. O 3'-6" (TYP.) N I I TUBE 4" FLANGED D.I.P. 4" FLANGED EL. 70.00 w 0 --4 STILLING TUBE O D.I.P. TP = 70.00 U 1 4"x4" I I 0.00%, TP = 70.00 LONG RADIUS TOP PLATE: J TEE 90' BEND STEEL PLATE Z O LONG RADIUS CL (n N - - - - 90' BEND T W Z I - a SIDE PLATE: I 8" MIN. c/) Z 1'-6" TOP OF SEDIMENT r• n I I CUTOFF WALL GALV. WIRE MESH, }" STEEL PLATE PRESSURE TRANSDUCER O � 3'-0" I PRESSURE TRANSDUCER EL. = 67.80 d" 6• DRILL 2-}"0 HOLES & CABLE. CONNECT PER 1Ni1 Q BOLTED TO PIPE BEND ON OPP. SIDES OF W - AND CABLE - CONNECT USING BLIND FLANGE 1 6" PVC PIPE. STAGGER 90' 6" ELECTRICAL DRAWINGS LI PER ELECTRICAL DRAWINGS ' STILLING TUBE <n N SUPPORT/STEEL W/ 4" 0 HOLE 0 6" VERT. SPACING FOR 9" Q Z w TOP OF WALL A TOTAL OF 6 HOLES o FLR. OF + I TRASH RACK TOP OF SEDIMENT Q Y SCREENING 9" I I RETAINER, CUTOFF WALL EL. 67.80 O VAULT I I + I SEE DETAIL 36; Z ~ Z EL. 65.30 ---J I I �_ + I I FLR. OF VAULT 4"THREADED Q Li Q 4' THREADED I I 2• J"0 ANCHOR x 4}" EMBED � � END CAP I I 4x4x} STEEL ANGLE, 1'70" DRILLED & EPDXIED HILTI-HIT-HY150 END CAP W Q LENGTH AS REQ'D i//I O 9" O.C. (TYP.) N r I lk - --- L ---------- - -------J I i'-1o" — I p = rn "0 HOLE h ANCHOR m PRIMARY BYPASS VAULT I BOLTS O 9" O.C. (TYP.) I m FLR. OF PRIMARY - ------ - - - -J + I _t I SV, DV AND FV TRANSDUCERS Z o BYPASS VAULT —F A I I 1-4 SCALE: 1/2' = 1-0 < aEL. 62.10 2•J W 6" NOTES: VERIFYDIMENSIONS AND FRONT VIEW SECTION A-A 1P PRIOR TOAFABRICATING-BUILTNCRETE STEEL SUPPORT FRAMING AND ELEVATIONS m o ATTACHMENT HARDWARE. MODIFY STEEL PARTS AS REQUIRED RRaECT No. O TO FIT AS-BUILT CONCRETE STRUCTURE. 0417.M SP TRANSDUCER SP STILLING TUBE SUPPORT/STEEL (2. ALL STEEL STRUCTURES, SUPPORT FRAMING AND SHEET NUMBER :P 1-4 SCALE: 1 2 = 1'-0� TRASH RACK RETAINER ADDED NOTE ATTACHMENTS SHALL BE MADE OF STAINLESS STEEL OR 15 o (A.B.) (' STEEL FABRICATED AND DRILLED, THEN HOT-DIP GALVANIZED-J DRAWING NUMBER SCALE: 1 = 1-0 / ALL BOLTS AND CONCRETE ANCHOR BOLTS SHALL BE STAINLESS STEEL UNLESS NOTED OTHERWISE. I 4 ;O FENCE LOCATION CHANGED BY BEND TOP OF FENCE CHANGE ORDER (A.B.) ( - PANELS OUTWARD TO WEST AND NORTH) CONCRETE SPILLWAY ,,,iwo N� FENCE TERMINUS, REMOVABLE FENCE PER DETAp SIDEWALLoTYPE 2 POSTS IN WALL SLEEVE CONCRETE WALLS EYE BOLTS ON FENCE POST, 6oSEE DETAIL BEND TOP OF FENCE A SEE DETAIL PER PLAN (TYP.)PERMANENT FENCE PANELS OUTWARD TO FOR HANDRAIL CHAINSWFENCE TERMINUS, TYPE 1 - POSTS IN SOIL ( L �_ SEE DETAIL (SIMILAR) FpO (2 LOCATIONS) SEE DETAIL SOUTH) PER DETAIL - z SEE DETAIL _ 3'-O" LONG CORNER BRACE: , REMOVABLE I FENCE 11 N SOIL IN WALLS SLELE EVE FENCE POST 1�" HIGH FASTEN TEND BAR I l' 33N/ti''y 12' WIDE SINGLE-SWING TAMPER-PROOF CONNECTORS SECURITY GATE 4' WIDE A i Zs SECURITY GATE PUN VIEW - 6' ! REMOVABLE POST �D�E�TAILI/ OP_qLAB SEE BENDING LINE: REMOVABLE POSTR\ r �y--- — _ MANUFACTURER TO BEND IP —VARIES - SEE PLAN 4'-0"� VARIES SEE PLAN 4'-0" -ON TOP SLAB SEE - PANELS PRIOR TO HOT-DDETAIL / PERMANENT FENCE ___ _ GALVANIZING--'--.______---------------]POSTS IN SOIL ® +SEE DETAIL© FENCE PANELS w0 ' o ?Io � � REMOVABLE FENCE a 44' FENCE POSTS AT 10' REMOVABLE FENCE z 0 MAX SPACING TYP. POSTS IN SOIL z w o (TYP.) SEE DETAIL POST IN WALL SLEEVE SN z r7_ \ F QSECURITY FENCE — PLAN I-1 SCALE: I- 20` FINISHED GRADE-� TOP OF CONCRETE' CORNER BRACE i o CONCRETE WALL SLEEVE SPILLWAY SIDEWALL CONNECTION POINTS 7 F. REMOVABLE FENCE WALL SEE DETAIL® Ll - g POST IN SOIL - WALL SLEEVES SEE DETAIL� _ - SEE DETAIL _ WATER SURFACE _ SIDE VIEW (VARIES) m SECTION A-A gl w S zz - (721FENCE TERMINUS, TYPE 1 (1FENCE TERMINUS, TYPE SCALE: 1 4 = 1-0 - SCALE: 1/4' = 1'-O" r2C 2"0 SCH 40 REMOVABLE v a � TOP OF CONC. WALL = FENCE POST (NOT SHOWN 2"0 SCH 40 REMOVABLE r Sg TOP OF WALL SLEEVE BELOW TOP OF CONCRETE FENCE POST (NOT SHOWN fl �- WALL) TOP OF CONC. WALL BELOW TOP OF CONCRETE 0 6" CONC. I }" STEEL PLATE (TYP.) TOP OF WALL SLEEVE WALL) 1�" (TYP WALL "Ox4}" EMBED, DRILLED 3" I 2}"0 SCH 40 STEEL FV AND EPDXIED ANCHORS, (TYP. 2}"0 SCH 40 STEEL SLEEVE PIPE 1. VERIFY AS-BUILT CONCRETE DIMENSIONS AND 3"� SLEEVE PIPE 1'-0" "Ox4}• EMBED, DRILLED AND 3' ELEVATIONS PRIOR TO FABRICATING STEEL SUPPORT HILTI-HIT-HY150 O 9" � 6° EPDXIED ANCHORS, (TYP-] ANCHOR FRAMING AND ATTACHMENT HARDWARE. MODIFY STEEL O.C. (TYP. OF 6 TOTAL) I TYP. OF 6 TOTAL PARTS AS REQUIRED TO FIT AS-BUILT CONCRETE O a 4jTYP, 2'-0" ANCHOR HILTI-HIT-HY150 O 9" O.C. T ( ) ( ) I (TYP. OF 6 TOTAL) STRUCTURE. OF 6 TOTAL) , }" STEEL PLATE Y. I 2'-0" (2. ALL STEEL STRUCTURES, SUPPORT FRAMING AND -8 FACE OF ATTACHMENTS SHALL BE MADE OF STAINLESS STEEL OR S` AL -_- JA CONCRETE WALL S STEEL FABRICATED AND DRILLED, THEN HOT-DIP g ADx i A Yi }" STEEL PLATE -I l GALVANIZED. ALL BOLTS AND CONCRETE ANCHOR BOLTS t 0 DRAIN HOLE AT SHALL BE STAINLESS STEEL UNLESS NOTED OTHERWISE. }" STEEL �• 2j"m SCH 40 STEEL SLEEVE Y �._-� PLATE (TYP.) }" STEEL "0 DRAIN HOLE EDGE OF PIPE I.D. PIPE (FENCE POST NOT SHOWN) ADDED NOTE END CAP J (A.B.) }"0 DRAIN HOLE AT 24"0 SCH 40 STEEL SLEEVE PUN VIEW }" STEEL "0 DRAIN HOLE EDGE OF PIPE I.D. PIPE (FENCE POST NOT SHOWN) r.-WINC3 � 6' PUN VIEW ALL SECTION A-A SECTION A-A m m f a WALL SLEEVE — END OF 6" WALL WALL SLEEVE — SIDE OF CONCRETE WALL a g o � SCALE: 1 4`- i° _ - SCALE: 1 4" = 1° STAINLESS OR 1O)• (GATE PANELS) zz GALVANIZED STEEL 1'-0" (All OTHER I-- END CAP FENCE PANELS) z � J 2"0 SCH 40 GALV. STEEL STAGGER BETWEEN BENDING LINE: < FENCE POST (NOT SHOWN T ADJACENT PANELS MANUFACTURER TO � 0 2"0 SCH 40 GALV. BELOW FINISHED GRADE). I }'0x1}"0 EYE BOLTS. ONE OR TO MATCH HORIZ. 45' BEND PANELS r z STEEL FENCE POST V-3" BOTH SIDES PER PLAN (ON WIRE SPACING (8" MAX) PRIOR TO GALVANIZING z Q o HANDRAIL POSTS ONLY, EXCEPT Q = I FINISHED SLOPE FINISHED ° SLOPE (TYP AS NOTED OTHERWISE) ca CL no GRADE TO DRAIN GRADE TO DRAIN z z I Z o � Q N FENCE POSTS: MAX. SAG 4' !Y N Lal 2"0 SCH 40 GALV. STEEL W N U 3'-0" LONG, 2}"0 HANDRAIL POSTS: I —� i Z SCH 40 STAINLESS HORIZ. WIRE ¢ Q (n CONCRETE STEEL SLEEVE PIPE 4'-6" LONG x 1}"O SCH 40 STAINLESS STEEL CHAIN, }"O LINKS SPACING (8" TYP.) N u ZZ r ENCASEMENT TO STAINLESS STEEL WITH SPRING CLIP ON EACH END w w o FINISHED GRADE (HANDRAIL POST SHOWN - PIPE NOT (TYP. OF 3, ONE OR BOTH SIDES 1 a i � ~ E CONCRETE SHOWN BELOW TOP OF BASE PLATE) PER PLAN) a w - ~ o iv N 8' HIGH DOUBLE-WIRE w Q w ENCASEMENT TO a U FINISHED GRADE J%8%8" STAINLESS STEEL WITH CENTER FENCE PANEL, PER vF J w BASE SPECIFICATIONS = W Q V) HOLE TO MATCH SLEEVE I O NOTE: WHERE FINISHED GRADE UNDER N r rn PIPE O.D. 1�1 TYP EDGE DISTANCE a CONNECT FENCE RADDITONAL OPS STEEPLY, CET PANDELS m V) I 2.. 2" CONCRETE TOP I VERT. WIRE MIN. MIN. SLAB VARIES 2 HORIZ. o BELOW TOP PANEL AS REQUIRED. PANEL J (VARIES) AND POST LAYOUT SHALL BE APPROVED Q WIRES (TYP.) BY THE ENGINEER BEFORE MATERIALS ARh ~ } Li �'0x2j" EMBED DRILLED AND ORDERED. z Li 4 1'-0" I{— 1'-0" MIN. EPDXIED ANCHOR, STAINLESS STEEL SLEEVE PIPE CENTERED HILTI-HIT-HY150 (TYP. OF 4) a ON AND WELDED TO BASE PLATE IW1I g �� AT HANDRAIL POSTS: SLEEVE PIPE, END CAP, m / O PERMANENT FENCE POST IN SOIL �71REMOVABLE FENCE POST IN SOIL PIPE = z•o SCH ao, 8' LONG WELDS AND DRAIN HOLE FINISHED GRADE SCALE: 1�= 1-0 - SCAT F� t' = 1-0 AT FENCE POSTS: PER DETAIL 3 MAX o PIPE = 2}"O SCH 40, 1'-O" LONG 6 PROJECT N0. 1-13 0417.040 0 a o SHEET NUMBER RECORD DRAWING DRAWING NUMBER �FENCE�HANDRAIL POST IN CONCRETE SLAB �1TYP. SECTION — FENCE PANEL = I-4 SCALE: 1 = 1-0 - SCALE: 1" = 1-0 1-9 w3p mo U 2 loz TURBIDITY nJ"9 Lv oc� CURTAIN > =oso �< Fw m� TOP BRACKET SEE DETAIL 1'-0" }' T - J"0 PADLOCK STEEL PLATE PLAN VIEW HOLE IN STEEL PLATE 7oti Q 3 2" 8" }"0 ANCHOR x 4}' EMBED END CAP 1• w 1j" (TYP.) DRILLED AND EPDXIED EYE BOLT + 3" r - HILTI-HIT-HY150 "0 ANCHOR x 3)" EMBED �+ A THROUGH PIPE 1 i _> DRILLED AND EPDXIED 6z6x STEEL (TYP. OF 4) TOP BRACKET - TOP OF 6" CONIC. WALL HILTI-HIT-HY750 (TYP.) 4 z ANGLE rgrrh` SEE DETAIL /�EL 76.30 °0 ANCHOR (( " / 3 a (TYP.) U I Y x ✓o TURBIDITY ( ) 2"0 ANCHOR POST ~ 8" MIN. CURTAIN w ® I 8 n 10' LONG, 2"0 GALV. 1 TYP. I(4 ) 3" 3• SEE DETAIL > 1T2• q \ FLOTATION SPILLWAY POND SCH 40 STEEL ANCHOR POST ~II - 0 I �' �,I 3• BE WATER SURFACE 2J'O HOLE �� HOLE I L - -- END OF VERTICAL� IN STEEL PLATE o 2"0 ANCHOR z 6" CONC. WALL 1}" x {%"o EYE BOLT w POST (TYP.) o -------- - -- TO 4' SHANK - SPOT WELD ORI HOLE - TO 2"0 ANCHOR POST IN HORIZ. LEG FRONT VIEW SIDE VIEW N (SHOWN IN GRAY) 1" OF STEEL ANGLE m N o 1 -6' SPILLWAY CREST BELOW END CAP EL 72.30 5,-0• GROMMETS IN TURBIDITY n SOUTH END ANCHOR - BOTTOM BRACKET m cuRraN o 12" D.C., �1 SOUTH END ANCHOR - TOP BRACKET WITH TIE-OFFS TO - SCALE: 1 1 - SCALE: 1 f z STEEL ANCHOR POST w�mz a z - 3w_ Z<J TOP OF SEDIMENT —�6 BOTTOM BRACKET RECORD DRAWING N �e 1'-O" SQUARE REINFORCED CUTOFF WALL SEE DETAIL 4- g OPENING IN CURTAIN FABRIC .-U-•i R (8 PLACES PER PLAN) EL. 67.80 _ SPILLWAY POND BOTTOM 11. VERIFY AS-BUILT CONCRETE DIMENSIONS AND ELEVATIONS PRIOR TO FABRICATING STEEL SUPPORT FRAMING AND x } SIDE VIEW (LOOKING NORTH) ATTACHMENT HARDWARE. MODIFY STEEL PARTS AS REQUIRED SEDIMENT J"0 ANCHOR x 34" EMBED DRILLED TO FIT AS-BUILT CONCRETE STRUCTURE. CUTOFF WALL AND EPDXIED HILTI-HIT-HY150 it 2. ALL STEEL STRUCTURES, SUPPORT FRAMING AND (TYP. OF 2) TURBIDITY CURTAIN AND SOUTH END ANCHOR STEEL ATTACHMENTS SHALL FABRICATED AND DRIILLLED,,OF STAINLESS NHOT-DISTEEL GALVANIZEDgA 1-4 SCALE: 1 2 1-0 ADDED NOTE( ALL BOLTS AND CONCRETE ANCHOR BOLTS SHALL BE STEEL PLATE 8 (A.B.) STAINLESS STEEL UNLESS NOTED OTHERWISE. 21 0 HOLE I 6' -cio 2"0 GALV. SCH 40 STEEL 1 6" 3" HORIZ. ANCHOR PIPE, LENGTH 1'-4" TOP OF TOP BRACKET PER PLAN (TYP. OF 2) z CONC. SLAB 4x4x} STEEL ANGLE END CAP Q NORTH END ANCHOR - EL. 76.30� NORTH END ANCHOR - BOTTOM BRACKET z O Q I BOTTOM BRACKET ---—— - - SCALE: 1 4 = 1° � E SEE DETAIL 1. y TYP. - SEE DETAIL® ALL THREE PIPE - yx CLR - o CENTERLINES TO y ANDE ARIL W I CL Q Q INTERSECT AT ONE POINT I FACE OF S \ CONCRETE 0-9 2'0 GALV. SCH 40 7 o HEADWALL % STEEL ANCHOR POST, (n z V LONG r ram`+ SEDIMENT CUTOFF WALL, \\ CONC. WALL O e TOP EL. 67.80 1 30' a i i EL 76.30 2" CLR (TYP.) 8 L.F. - 3" SCH 40 Q Zco \ O U PIPE TO PVC PIPE (LOCATION Q 0 3'-B" \ yz STOP RING !WITH PER PLAN) m // � \ \ Z ~ I E I }'x4" O.D. TURBIDITY CURTAIN Q w \ CENTER PIPE BOTH WAYS ao //I STOP RING F- Ln rI \ � w ON STEEL ANGLE (TYP.) I // I \. 1L.J2 Q Q TOP OF SEDIMENT / \ }°0 ANCHOR x 44' EMBED \ SPILLWAY POND TOP BRACKET: CUTOFF WALL / \ BOTTOM BRACKET DRILLED AND EPDXIED -\ s w \ 4x4x} STEEL EL. 67.80� I I i SEE DETAIL HILTI HIS-R} \ 8" MIN. WATER SURFACE m 0 FACE OF CONC. HEADWALL \ ANGLE, 4" WIDE (TYP.) _ TOP EL. 76.30-\ 7� - I }"o EYE BOLT -\ FLOTATION 125" J WITH 1}"o EYE3" THREADED \. TUBE z 1°0 ANCHOR x 3j" EMBED DRILLED PVC END CAP (TYP.) m ' HOOK IU� AND EPDXIED HILTI-HR-HY150 (TYP.) 1LOCKIING CLASP w 2'-1 .S• }•0 U-BOLT THROUGH m `$ }'0, 3" EYE BOLT NORTH END ANCHOR - PLAN n NORTH END ANCHOR - SECTION n TYPICAL SECTION - CENTER PIPE ANCHOR PROJECT N0. g I-4 SCALE: 1' = 1-0 - SCALE: 1 2° = 1 0 SHEET N M I-4 SCALE: 1° = 1=0 SHEET NUMBER O17 n DRAWING NUMBER 1-10 Iiio- >wui MOUNT UPSTREAM ` AVG. ARC LENGTH . z? s 1. UPSTREAM BAFFLE PLATE SHALL BE MOUNTED WITH THE OF REPAIR = 1'-4"3 COAT ANY EXPOSED REINFORCING BAFFLE PLATE WITH W WIER/ORIFICE OPENINGS LOCATED ON THE WEST SIDE OF THE FISH Dzo b WEIR/ORIFICE OPENINGS (FIELD VERIFY - SEE NOTE) STEEL WITH CORROSION 0 0 TO THE WEST SIDE TOP OF WEST SPILLWAY LADDER, ALTERNATE WIER/ORIFICE ORIENTATION WITH EACH BAFFLE PRIOR TO PLACING '= aWWi Lo (SEE NOTE 1) SIDEWALL, EL. = 75.83 PLATE (WEST, EAST, WEST, ETC.) /INHIBITOR CEMENTITIOUS REPAIR MORTAR eau o" 2. REPAIR DAMAGED CONCRETE AREAS SIMILAR TO CREST. FOR oY CONCRETE REPAIR BIDDING PURPOSES, ASSUME 15 SQUARE FEET OF TOTAL REPAIR uu�jorc= FOR EXIT CONNECTION AREA (TYP.) SEE NOTE 2 AREA AT NUMEROUS (OVER 15) LOCATIONS. REPAIR AREAS ARE AVG. REPAIR DEPTH I DETAILS, SEE SHEET I-12 -6" HATCHED FOR REFERENCE ONLY, AND MAY NOT BE REPRESENTATIVE = 13. 7p 2�",{ • "��33iy'^'b OF LOCATIONS, NUMBER OR SIZE. REPAIR SPILLWAY SURFACES AS (FIELD VERIFY) 4'-0" DIRECTED BY THE ENGINEER. ( ALONG ENTIRE SPILLWAY CREST, NOTE: AMOUNT OF CREST REPAIR SHOWN SAWCUT EDGES AND IVE REPAIR EXISTING 17'-10• IS FOR BIDDING PURPOSES ONLY. DETERIORATED CONCR Z, ;TO 7- x =a SPILLWAY CREST I ACTUAL AMOUNT MAY VARY AND 2 i DEPTH INDICATED. CLEAN AND PREPARE SURFACE, THEN INSTALL 5 SEE DETAIL 2'-0" r 1 LATERAL BRAC SHALL BE VERIFIED BY THE �� - 1 I -� ENGINEER PRIOR TO BEGINNING CEMENTITIOUS REPAIR MORTAR. w - / ✓ SEE DETAIL© WORK. ���''�,�•••�� 12' I-12 11'I (1SPILLWAY CREST REPAIR I ti 2-4• v - SCALE: 1' = 1'-O" 3'-0" 79 ..2'_0' 8 k r � H� BOLTED CONNECTION SEE DETAIL 2,-4" 22'-0" 4 I N Z I F EXISTING rc SPILLWAY BOLTED CONNECTION - I ) SEE DETAIL BAFFLE FISH LADDER BASE SUPPORT !� SUPPORT (TYP.) 2'-0' m SEE DETAIL r12' PC FISH LADDER/STEEL CHANNEL -- 2-4' CONNECTING BOLTS O 2'-0" O.C., r,1 (TYP.) 1'-6• 6 R �No�EACH SIDE - SEE SECTION© m (TYP.) z - CE FISH LADDER '_0" 12' WSELEXSTIMAT 64.0ED 'N z FISH LADDER SOP BRACEP DETAIL (� W N N a N n BASE SUPPORT SEE DETAIL,/"2 1-12 88 39'-0" - \ � Q �� z o.Sg w TWO MC tOx28.5 STEEL CHANNELS \\ > 6' Z _E " 9 RIP-RAP - SEE / 6" FROM END OF STEEL CHANNELS TO W 8 DETAIL \�� // FIRST FISH LADDER/STEEL CHANNEL _ FISH LADDER — CENTERLINE CROSS—SECTION -,2 CONNECTING BOLTS ~J pay // SEE SECTION© w W S I-2 SCALE: 1 2" = 1•-0" \\\EXISTING STREAM Q­!rl & BOTTOM (APPROXIMATE) �7 8£ J g GENERAL NOTES: 1. VERIFY AS-BUILT CONCRETE DIMENSIONS AND ELEVATIONS PRIOR TO FABRICATING STEEL SUPPORT FRAMING AND FLOWFACE ATTACHMENT HARDWARE. MODIFY STEEL PARTS AS REQUIRED T T ` jjj BAFFLE DIRECTION SECTIONF BAFFLE TO FIT AS-BUILT CONCRETE STRUCTURE. RECORD DRAWING w PLATE SUPPORTS, PER �- ����.�.� ��- �--� �^^�� �2. ALL STEEL STRUCTURES, SUPPORT FRAMING AND ) ; ATTACHMENTS SHALL BE MADE OF STAINLESS STEEL OR STEEL ADDED NOTE FABRICATED AND DRILLED, THEN HOT-DIP GALVANIZED. ALL (A.B.) BOLTS AND CONCRETE ANCHOR BOLTS SHALL BE STAINLESS ( STEEL UNLESS NOTED OTHERWISE. < o 3. FISH LADDER AND BAFFLES SHALL HAVE NO SHARP EDGES TYP. OR PROTRUSIONS, AND SHALL BE APPROVED FOR SMOOTHNESS 2•� 4• 12"z}" VERT. 2" I__l -I 4y� x BY THE ENGINEER AND/OR DEPT. OF FISH, WILDLIFE AND 1f�I STEEL BAR (TYP.) Z PARKS REPRESENTATIVE PRIOR TO INSTALLATION. i♦ "0 BOLTS ♦ z TOP VIEW E I }"0 BOLTS O 8" O.C. Z ® 8" O.C. (TYP. OF 4) (ttP. OF 4) Q c.i NOTE: INSTALL BAFFLES ON UPSTREAM SIDE OF o� I N BAFFLE SUPPORTS USING FOUR 4"0 GALV. 1 A, �w o I A �2p7• B w w B w STEEL BOLTS PER BAFFLE. ALTERNATE T (TYP.) 11• ( ') i"0 ANCHOR (TYP.) L�� I _IL ,��� } o WEIR/ORIFICE OPENING LOCATIONS FROM 2 3� I 3• z_ EAST 70 WEST SIDE PER SECTION�. T--- --- i� I♦ ♦ = Z Q _ _F' + Mc 1 ox29.5 tO( I 'o a 3 O I 8" STEEL CHANNEL N 2" nl BAFFLE PLATE I♦ ♦ a 1-3" (ttP.) 12"x}" HORIZ. N SEE DETAIL STEEL SIDE 8"x6"xj' STEEL ,"r�; NOTE: REMOVE 1" MIN. EXISTING CONCRETE, AND AS I STEEL BARS [n I-12 PLATE (�') PLATE (WEB) + -} (n•P.) REO'D FOR LEVELING NUTS. INSTALLED W N Z ("P') TYP y4 BEARING PLATE SHALL BE FLUSH WITH OR PLAN - DOWNSTREAM PLAN - UPSTREAM 8"x8" STEEL ABOVE SURROUNDING CONCRETE SURFACE. s PLATE BEARING �a�� (NORTH) END (SOUTH) END a z w g 2" (TYP.) J"0 BOLTS E a ® PLATE) fL FISH LADDER O 9" O.C. (TYP. OF 6) < m 0 Y p 12"4" HORIZ. rL J N I SIDE BAFFLE SUPPORT: 1%0 HOLES I STEEL BAR 6" 2"� Li Q ~ 2x2x} STEEL O 7' O.C. (TYP.) '-J-1'-2' w MC 10z28.5 3' 3" 3" _ -- I ANGLE (TYP.) STEEL CHANNEL I♦ T ♦T W i N v w WEIR OPENING I BOTTOM BAFFLE SUPPORT: WEB vl IV r •« iO ® ® ye 2x2x} STEEL ANGLE EXISTING I WEB 0 _ CONCRETE I v�i = ORIFICE OPENING f ♦ J w 6- TYP. 6• SURFAC L��33 1 MIN. CLEAR I •I - _ -- �(TYP.) y ------ ----' - I (`''d ABOVE BOLTS I �' J"0 BOLTS Z < ---- I m � BOTTOM OF STEEL 2 O 9' O.C. Q w aZ. I "0 HOLE Q}"0 BOLTS CHANNEL, LOCATION I♦ I f(TYP. OF 6) g p 8 (TYP. OF 20 PER SIDE = PER SECTION W ® ® Typ a I S j �1 1 HORIZ. F- m2 4 , (TYP.) 3EE DE AIL STEE BAR j"0 BOLTS REMOVE EXISTING O 8" O.C. o 1�• (TYP.) - CONCRETE AND 11}' S•� 0 ANCHOR x 44" EMBED y4 -- 2'-6* TYP. OF 4) of 3'-0" WIDE x }" L1'-6" (TYP)Tl GROUT TO BASE BEARING PLATE 1 DRILLED k EPDXIED HILTI HORIZ. BAR ( PROJECT NO. eo STEEL BOTTOM PLATE I PLATE (SEE NOTE) HfT-HY150 (TYP. OF 4 PER 10417.040 MC 10x28.5 STEEL BASE PLATE, WITH LEVELING NUTS) SECTION A-A END VIEW SECTION B-B SHEET NUMBER CHANNEL (TYP.) 18 e O DRAWING NUMBER (1TYPICAL SECTION — BAFFLE/FISH LADDER 2 FISH LADDER BASE SUPPORT (TYP. OF 4) 3 BOLTED FISH LADDER CONNECTION SCALE: -- - - - SCALE: 1-`= 6" - SCALE: NTS I_ moo }' STEEL PLATE _9 _. a �m=S3 2x2x} STEEL v,�zS yd —{2'-0" MIN. 1" (TYP.) ANGLE (TYP.) 4 ?-'0 0 I OE OF EXISTINGONICC. SPILLWAY �'0' - PLACE MDT CLASS II > inM �Y ,(RANDOM RIPRAP 1- O 2'-5 F `/ UPSTREAM 0 2 2-6" (TYP.) (SOUTH) SIDE 7 •� �' TYP 2t �1 2'-6" MIN. ( ) 6j (TYP) �2' (TYP) 6' + 1&'0 HOLE, BOLT BAFFLE PLATE TO SUPPORTS USING FOUR 4"0 EXISTING GRADE \�� H" TYP. 6" . BOLTS (TYP.) SEE SECTION© I`�y� (SCOUR HOLE) \`7I A + _ I-11 p �1 2' MIN. BACK VIEW (LOOKING SOUTH) SIDE VIEW I"Z 1 }" STEEL PLATE "Q x i 1 8 0 I�21UPSTREAM END COVER PLATE Y�BAFFLE PLATE (9 REQ'D) SCALE: 1° = 1�-0" 1-11 SCALE: 1" = 1'-0" t11RIPRAP AT TOE OF EXISTING CONC. SPILLWAY 1-2 SCALE: 1 2 1-0 0 V C K C U m N O TOP OF EXISTING SPILLWAY SIDEWALL V m TOP OF EXISTING SPILLWAY - REMOVE CONCRETE AND SIDEWALL, EL. = 75.8t UPSTREAM FACE INSTALL PER SECTION OF E4NS4I'DE A CONC. S _ BOLTED CONNECTION It .-03x} STEEL ? I SEE DETAIL L2x2 BAFFLE SUPPORT ' 3" STEEL `� mEXISTING SPILLWAY2'-3" 4.j STFEI B1}• (TYP � SIDEWALL I-11 (BAFFLE PLATE NOT SHOWN) (TYP.) SIDE PLATE (TYP.)\ SEE SECTION\ 3'-0• "O BOLTS THROUGH 1-11 STEEL ANGLE AND STEELxM4'-0' }" STEEL SIDE BARS, ® 8" O.C.i"f ANC RSTEEL ANGLE IMP _ 4x} STEEL BAR OVER PLATE (TYP.) TYP. OF 6 ABOVE SEE SECTION SIDES / \\ 34 STEEL BAR ( 1 " (TYP.) .� (TYP.)____ ANDBOTT SEE FRONT VIEW I SPILLWAY CREST)STEL + +UPSTREAM COVER P E PLATE _ 2-3' EXISTING 2'-O' I 2-1 (VERT. 3x} STEEL I`\SPILLWAY CREST (TYP.) AND VERT. 4xi STEEL BAPSEE DETAIL _� 1,-3• I I \ (TYP) 2._0.. I SPILLWAY CREST, UPSTREAM EDGE A I I 1 OF }' STEEL — + + �1 8 BOTTOM PLATE - 12 }' STEEL I 1 I 4"t BOTTOM PLATE 1'-3" BOT OM LPLATE -'1` REMOVE EXISTING CONCRETE ^ 1. (TMP, ——— POINT OF CURVATUkI AS REQUIRED FOR INSTALLATION, d STEEL + + + UPSTREAM FACE Of AND COAT ANY EXPOSED > SUPPORT CHANNEL: BOTTOM PLATE 8' T SPILLWAY UPSTREAM FACE REINFORCING STEEL PER DETAIL. MC 1Ox28.5 (TYP. OF 2) 4- OF EXISTING GROUT ALL VOIDS BETWEEN (TYP.) I UPSTREAM FACE CONCRETE SPILLWAY CONCRETE AND FISH LADDER 1-1' L2�" (TYP. OF 2) n OF EXISTING PLATE ((�1>E DURING INSTALLATION. 2'-6 (HORIZ. 4x] STEEL BAR) CONIC. SPILLWAY J"O ANCHOR x 44" EMBED L { 2'- (HORIZ. 3x4 STEEL BAR) FISH LADDER BASE SUPPORT DRILLED & EPDXIED HILTI HIT-HY150 P 0 SEE DETAIL (TYP. OF 6 BELOW SPILLWAY CREST) 3'-2j' (HORIZ. 4x44 STEEL ANGLE) r $ o r4_1EXIT CONNECTION — PLAN SEE DETAIL 4 1-2 SCALE: 1° = 1—0 - �EXIT CONNECTION — SECTION ©EXIT CONNECTION — FRONT VIEW z SCALE: 1' = 1'-0' - SCALE: Q E z 0 n 6" o (TYP.) i (TYP.) J EXISTING CONCRETE z I SPILLWAY SIDEWALL Q 0 -- w 0 PER SECTION (n z o I I-11 (CUT TOP FLANGE AS SHOWN) (Y 0 Q m A---I 3•Pub EL 2'-�' y� RECORD DRAWING_ w 3x}" STEEL BAR F- 5 N c a I C. PER SECTION Z w _J A a 1 o< o A I-t1 PLAN :2, 1n Y w J I }" STEEL PLATE y EXISTING CONCRETE Q (SIDE OF FISH LADDER) fE PER SECTION SPILLWAY SIDEWALL _j Q PROFILE SECTION A—A —n 3'-6}" 0 } � N A--I GENERAL NOTES: O = O5 EL H LADDER TOP BRACE 1�' (TYP) 1]" J ANCHOR 3x} STEEL BAR 1. VERIFY AS-BUILT CONCRETE DIMENSIONS AND ELEVATIONS m 22 BOLT (TYP.) PRIOR TO FABRICATING STEEL SUPPORT FRAMING AND F 1-11 SCALE: 1' = 6° ------ ATTACHMENT HARDWARE. MODIFY STEEL PARTS AS REQUIRED TO FIT AS-BUILT CONCRETE STRUCTURE. T A_I y Y. 2. ALL STEEL STRUCTURES, SUPPORT FRAMING AND (TYP.) }' STEEL PLATE ATTACHMENTS SHALL BE MADE OF STAINLESS STEEL OR 1 J w ( (SIDE OF FISH LADDER) 2,,6• JANGLE / STEEL FABRICATED AND DRILLED, THEN HOT-DIP GALVANIZED.) FISH LADDER ADDED NOTE `) ALL BOLTS AND CONCRETE ANCHOR BOLTS SHALL BE ///( a STEEL (A.BJ Wit�s5 �`��S �ED�H��` m0 4"0 ANCHOR x 44" 3. FISH LADDER AND BAFFLES SHALL HAVE NO SHARP EDGES aRO,IECTNOOR PROTRUSIONS, AND SHALL BE APPROVED FOR DRILLED de EPDXIE SMOOTHNESS BY THE ENGINEER AND/OR DEPT. OF FISH, EETT U o o HIT-HY150 (TYP. OF 2) WILDLIFE AND PARKS REPRESENTATIVE PRIOR TO sNEET NUMBER PROFILE SECTION A—A INSTALLATION. 19 p DRAWING NUMBER r6 TISH LADDER LATERAL BRACE (2 REQ'D) 1-11 SCALE: 1° - 6° 1— 1 2 2 II EXISTING HYALITE CANYON ROAD II 5'-6 5" '-0"-I-5'-0"-i .Fj � FINISHED (PAVED) D MAINTAIN NOTE: CHANGE IN PIPE CONFIGURATION A.B. a o� �o GRADE 1/\ 1, 0" ( ) Ww` 5500 C z M SCREENING MIN. 2'-3' VAULT SHOULDER 6'-0" r-LT -..I FINISHED G4RADE \ 5490 SEGMENTAL `EXISTING GROUND RETAINING WALL L--- ° PROPOSED INTAKE BUILDING 10'-9" ® 'QR I I 90• 45' BEND ---SEE DETAIL E lE EXISTING SPILLWAY 76'3 77.3 7 5480 7_0• - TANK I I BEND SUPPORT PIPE I TOP OF GALV. SIDEWALL 76.4 F.F.=76.4 3" ( ) -- -- _--, - (TYP.) �\J ------ STEEL GRATING IL 6 2" • GALV. SCH 40 I I TOP OF 32'x2'PTEE BRANCH `6.5' S• I STEEL PIPE (TYP.) I I CONC. SLAB 12-0"I POINTING GOWN) L_ o x Sa70 I 5470 I PIPE SUPPORT I I 11•_g^ I 90' BEND 8 c W/ I I 6'-0" -- I I I6" (TYP.) I 90' BEND 8 + (TYP. OF 11) I I I SCREENING EXISTING SPILLWAY 65.2 // 30" RCP I VAULT ry c PROPOSED 48" RCP -J�EXCAVATION� I.E. 69.2 g PROFILE A-B-C-D-E 5460 I.E. 64.0 LIMITS nn 0o 5460 I - NOTE: DIMENSIONS ARE TO CL OF PIPE ri V T + + M v v x 'o nnnn O � 00 e m CoSV, Fiyz `� + a a a a a a a a a a a a a a a 0 0 v>�n L --------- ------- m � uo N N N N 0 of N N N N h N N N N N N N N N N N h N xl✓� I 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 PLAN VIEW a m i AIR BACKWASH — PIPING DIAGRAM [A1 GRADING PLAN SECTION RECORD DRAWING I-4 SCALE: , - s I-2 SCALE: 1' = 10' 'w L UJ4 NN U �e AIR BACKWASH u " INLET TEE SCREEN (TYP.) ~ �'0 ANCHORS � gg SE SECTION A(AP) -- - STEELAPPESCTMP)TRASH RACK- J"0 SMOOTH STEEL —T—— (SEE DETAIL HORIZ. BAR (TYP.) 10 L.F. - 2"m"Ox2" STEEL BOLTS ,• I W/QUICK-COUPLERS2"x2" TEEO 1'-6" O.C. (TYP.) Y-6"TO PIPE TYP. _F - AT EACH ENDSEE SECTION A-A 4848" PIPE O.D. IO.D. I }• ANCHOR x 3)" EMBED (BRANCH BELOW) r4o DRILLED AND EPDXIED a Yz 6'I I HILTI-HIT-HY150 (TYP.) m PIPECONTINUATION SIWL'�1' 0" SUPPORT TO LEFT SIDE OF I- ��Q €2x2xj STEEL ANGLE, 2x2xj o ofPROTRUDING FLANGE STEEL ANGLE moo "m SMOOTH STEEL 2' 0" "1'-6" 3" 6TOWARD PIPE (IYP.) — VERTICAL BARS O 6" O.C. O 19" 2", 2-WAY SOLENOID 2 "0x2" STEEL BOLT p 45 BEND VALVE (TYP.) 2x2xj STEEL ANGLE, J"0 ANCHOR x 44" EMBED TYP_ cj TYP. MANUAL HOIST PROTRUDING FLANGE DRILLED AND EPDXIED Yi y SUPPORT (WALL MOUNT TOWARD PIPE HILTI-HIT-HY150 O 9" O.C. FRONT VIEW SECTION A-A BELOW GALV. STEEL GRATING) SCALE: 1/2" 1'-0" SSE: 1/2^ _ ,• 5'-0" CL TO CL OF BARS NOTE,Z DIMENSIONS ARE TO �OF PIPE n �3 BYPASS PIPE TRASH RACK FRAME BYPASS PIPE TRASH RACK m I-4 SCALE: VARIES 1-4 SCALE, , 2 = 1'-0• AIR BACKWASH — FLEX HOSE CONNECTION = p o I-4 SCALE: 1 = 1-0 >> O U % 0 0 f STEEL GROUT PLUG, ROUND a" STEEL PLATE END SMOOTH AS SHOWN Q 4'-0" CAP, BOTH ENDS Z FLOW MEASUREMENT Q E VAULT Z -2" LONG O 3xj STEEL ANGLE BOTH ENDS 6"0 SCH 40 STEEL PIPE. GRIND 2 c a" STEEL OF PIPE SMOOTH PAINT OSHA WITH EL OWOPER�SYSTEM ILL PLATE J"Ox2" BOLTS O 18" O.C., 2 LAYERS CENTERED ON STEEL NO. 6, FULL LENGTH OF PIPE. 30# FELT o A`� ANGLE (TYP. BOTH SIDES) FLOW DIRECTION 4'-6" LONG, 4"0 SCH 40 AROUND 0 � SOUTH TO NORTH YELLOW PER SYSTEM NO. 6, "'� � Q N I I STEEL PIPE. PAINT OSHA PERIMETER I 0 I r BOLT FULL LENGTH OF PIPE FOR EXTERIOR SLAB-ON-GRADE, < N INCLUDING ENDS. PROVIDE ADDITIONAL REINF. W FINISHED G E OR (SEE FRONT VIEW) / < H (TYP-) I INV RT �TA 1-#4 HOOP 16" DIA. CENTERED EXTERIOR S -ON-GRADE, O w INVERT I ETI "x 1'-0"z 1'-O" INLESS IN SLAB SEE STRUCT RAL SHEETS. NCD 2'-0" CONC. ANCHORSTEEL BASE PLE, WITH LJ N ,•_Aj• CENTER HOLE TO MATCH 1'-3" TYP EDGE DISTANCE -- I- o zz ,.-4,4] (SEE FRONT VIEW) SLEEVE PIPE O.D. Q N O E I '2" Q Z CONCRETE Z J I ENCASEMENT TO-_ w w e 4'-0" LONG FINISHED GRADE Q U 8'-0" CONC. 3x3xj STEEL ANGLE TOP SLAB n W J '' N r ! I Y CONCRETE 3 _ N 1'-0" (TYP.) 4'-0" LONG BASE SLAB CLR. CD _ (4) }"Ox4j" EMBED DRILLED _I I 3x3x} STEEL ANGLE AND EPDXIED ANCHORS, Z 1'-0" LONG, 5"0 SCH 40 I I Q m STAINLESS STEEL SLEEVE PIPE HILTI-HIT-HY150 I�18" MIN. DIA.--i I I o CENTERED ON AND WELDED TO A w PLATE (TYP.)j J"0 ANCHOR x 41" EMBED BASE STAINLESS STEEL END 1-4 SCALE: NTS GUARD POST n DRILLED & EPDXIED CAP WITH o A'—� HILTI-HIT-HY150 O 18- O.C., "m DRAM HOLE NOTES. PROJECT N0. AT EDGE OF PIPE a CENTERED ON STEEL ANGLE SECTION A-A 1. VERIFY AS-BUILT CONCRETE DIMENSIONS AND ELEVATIONS PRIOR TO FABRICATING an.oaG o (TYP. ALL AROUND) SCALE: 1" - 1'-0" FRONT VIEW STEEL SUPPORT FRAMING AND ATTACHMENT HARDWARE. MODIFY STEEL PARTS AS SCALE: 1/2" = V-0' REQUIRED TO FIT AS-BUILT CONCRETE STRUCTURE. SHEET NUMBER REMOVABLE GUARD POST . . �- 20 5 V—N 0 T C H WEIR PLATE 1-8 SCALE: NTS ADDED NOTE (2. ALL STEEL STRUCTURES, SUPPORT FRAMING AND ATTACHMENTS SHALL BE MADE OF) DRAWING NUMBER 1-4 (A.B.) STAINLESS STEEL OR STEEL FABRICATED AND DRILLED, THEN HOT-DIP GALVANIZED.ALL BOLTS AND Z ®(�NOTED OTHERWISE. . .CONCRETE. �-�0`. .LN���E��..�..�..-�) I-1 J w30 m0 - SU �w?3 Q _z'-z ,,z Ni Lo LLp -U U¢U > 0 $Y a33Ni uzw a Z NNm m o 4 Z: _UZ p s Y m R EXISTING WETLAND �(TYP.) �n 0 03 > m q 4 � � v� c 7 0 - 0 WETLAND STOCKPILE AREA z I ' \ (SEE NOTE 6) lz m rr�`V /` \ z,.! WK U V� / / \ \ I \ w YZ-1 �ie I / ' s Qu EXISTING -"j �b / . _ — . _ — ./ \ . c w} SPILLWAY / \ C'-_ PROPOSED INTAKE -£ p STRUCTURE I I I I \ - - \ _ p - $ r — FORESTLXISTIN \ i / \ \ ELIMINATE NEW VEXISTING FLANDERSMILLPOND DITCH \ i ❑ E SERVICE I CULVERT SHOWN AT S1A. - - PROPOSED CITY 4+25 ON SHEET I-3 --— — — — — . — . — ACCESS ItO�AO TRANSMISSION MAU. BUILDING �' EXISTING \ (SEE NOTE 1)`�-,:,. � o i 1 m --- - J �i - LIMIT OF \ \�_- a / _ ; x f. _ " "• _!Ci EXISTING TURNOUT DISTURBANCE .5• �TYP.> � -� \ �/ o a' �� :��-G+_ £L�I�FIr`i��fJSJ� / (SEE NOTES 1 AND 2) 1. y 417i►fk / IMPROVED ACCESS ROAD (SHADED) Z F • o r z' • o •—° 0 ROA DS s Q HYALITE CANYON MAINTAIN VEHICLE SIGHT T o OB�9 THE INTERSECTION J � Z I � a o � � (n z z N O Q N PLANTING TABLE -i d ITEM HEIGHT NUMBER TYPICAL SPACING W N NOTES- F_ :m LJ N DOUGLAS-FIR 5'-8' 6 20' 1, SCARIFY EXISTING ROAD AND TURNOUT AREAS TO A MINIMUM DEPTH :zU OF 1.5 FEET BEFORE PLACING GENERAL EARTH FILL AND TOPSOIL. 2. FINISHED GRADE OF OF THE TURNOUT SHALL BE GENERALLY AS CC N SHOWN ON SHEET 1-2.WITH MINOR FIELD MODIFICATIONS AS DOUGlAS-FOR 1.5-2' CLUSTERS OF 3 DIRECTED BY THE ENGINEER TO SIMULATE A NATURAL LOOK. Z Z ROCKY 3. PLANT CONIFERS IN THE FALL. Q Q ' 2 N q 4. KILL ALL WEEDS WITHIN THE IDENTIFIED LIMIT OF DISTURBANCE THATItz MOUNTAIN 4 MAPLE / COME UP DURING THE WARRANTY PERIOD, LL.I Q 5. BACKFILL BOULDERS WITH TOPSOIL TO COVER BOTTOM 1/3 TO j OF EACH BOULDER. N >- ( SEROCEBERRY 5• 10 10 MIN. 6.CLEAR IDENTIFIED WETLAND STOCKPILE AREA TO GROUND SURFACE. Q = RED-OSIER CUT ALL BRUSH/UNDERSTORY TO EXISTING GRADE,BUT PRESERVE m H4 DOGWOOD 2' 28 5'MIN. ALL LARGE TREES(12-OR GREATER IN DIAMETER AT 3'ABOVE yl GROUND)AS DIRECTED BY THE ENGINEER.STOCKPILE AND REMOVE COMMON WETLAND MATERIALS WITHOUT DAMAGING LARGE TREES OR Z JUMPER 1'-1.5' 7 8'MIN. Q j UNDERLYING(PRE-CONSTRUCTION)ROOT ZONE. m O BOULDERS 3'AVG. DIA. 10 5'MIN. C Li IV O U m RECORD DRAWING -- P°�°°°O SHEET NUMBER GRAPHIC SCALF. 21 a 30 0 DRAWING NUMBER ( INPUT I- 14 I inch- 30 It [00� LEGEND: Q im?3 _LIMITS OF DISTURBANCE (SEE NOTE 4) r'Dzo N? <�(x\ STRUCTURES TO BE DEMOLISHED, REMOVED GRAPHIC SCALE aw�4 o0 AND DISPOSED OF ,0 5 10 w > >>0 �Y ioo ( IN eecr) 00 1 inch= 10 ft _ /•/ � �2i33N�' P �ie � o 0 EXISTING SPILLWAY POOL LIMITS OF I m / m DISTURBANCE \ - i (SEE NOTE 4) -I I / REMOVE 1XISTING 36" CMP. \ N 5 DO NOT LLDAMAGE EXISTING / � 88 SPILL NOTE IDEWALL OR FOOTINGS J, \ \ '\ `_ R EXISTING SPILLWAY _ �^ / AND SIDEWALL I / \ EXISTING FOREST \ Q w g TO REMAIN REMOVE EXISTING / SERVICE R BUILDING y4 s / �1" RCP AND MANHOLES— TO SALVAGE EXISTING CHAIN-LINK W / CAGE AROUND CITY INTAKE AND DELIVER TO OWNER rn m m p REMOVE EXIST. 21" RCP I O a m TRANSMISSION MAIN SOUTH F I DINT (SEE SHEET I-1) REMOVE EXISTING CONCRETE � -. -. '_ �.- � � HEADWALL (SEE NOTE 3) Tiv REMOVE EXISTING 30" CMP w .. - REMOVE _ - -- _ EXISTING 30" CMP / Z - Q / REMOVE z E / EXISTING TREE p " REMOVE EXISTING BARBED WIRE J ri FENCE AND WOODEN STEP Z U / CROSSING WITHIN GRADING LIMITS Q I / < n _ . — . — . — . _ . — . — . — . _ . o (n m Z 2 J W O Z to Q o REMOVE J E EXISTING TREE NOTES: ~ o - LIMITS N 1. PROTECT EXISTING SPILLWAY STRUCTURE AND EXISTING FOREST SERVICE BUILDING FROM DAMAGE DURING Q W w DISTURBANCE \ DEMOLITION AND CONSTRUCTION. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGE TO THESE H / STRUCTURES. W Q — — — 2. DO NOT DISTURB WETLAND AREAS OUTSIDE OF THE IDENTIFIED LIMITS OF DISTURBANCE. THE N r _ 0 — . _ . _ . — — ' CONTRACTOR SHALL VERIFY WITH THE ENGINEER THAT ALL WETLANDS HAVE BEEN ADEQUATELY IDENTIFIED = (FLAGGED) PRIOR TO CONSTRUCTION. Cn — • — • — - — - — - — 3. SAW-CUT THE EXISTING CONCRETE HEADWALL AND INTAKE STRUCTURES AT THE EAST EDGE OF THE EXISTING SPILLWAY SIDEWALL, AND SAW-CUT THE EXISTING SIDEWALL FOOTER 1.5' EAST OF THE Z a m PROPOSED SPILLWAY SIDEWALL EXTENSION (SEE STRUCTURAL SHEETS FOR DETAILS). REMOVE ALL N WEST EDGE OF PAVEMENT, CONCRETE, SLIDE GATES, TRASH RACKS, FENCING AND OTHER COMPONENTS EAST OF THE SAW-CUT N j HYALITE CANYON ROAD LINES. SALVAGE CHAIN-LINK CAGE PER PLAN. (SEE NOTE 5) m a 4. IN ADDITION TO REMOVING THE TREES IDENTIFIED ON THIS DRAWING, REMOVE ALL TREES FROM WITHIN n THE LIMITS OF DISTURBANCE, AND REMOVE ALL TREES WHOSE DRIP LINES EXTEND OVER THE LIMITS OF PROJECT N0. 0 E. 5. THE CONSTRUCTION AREA LIES AT THE TOE OF A STEEP ROAD FILL SLOPE, BELOW HYALITE CANYON SHEET NUMBER 0 ROAD THE CONTRACTOR SHALL SERE C O RD DRAWING MEANS TOPROTECT AGAINST SLOPEQUENCE FAILURE. T ETHEOCON RACCTOR SHALL PRODESHORING, FULLY RESPONSIBLE OTHER R 22 v REPAIRING ANY DAMAGE TO HYALITE CANYON ROAD THAT OCCURS DUE TO CONSTRUCTION—RELATED SLOPE DRAWING NUMBER i FAILURE. SEE DETAIL FOR TYPICAL CROSS-SECTION. I— _ (1-131 Q DETAIL NOTES: LEGEND QmV2 1. THE LOCATION OF THE EXISTING 18" RCP MUST BE VERIFIED ITEM QTY. DESCRIPTION IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF 5202.47 CONSTRUCTION. O7 1 REDUCING COUPLING (SEE NOTE 6 TO LEFT) r ao0 L� 0 2. EXPLORATORY EXCAVATION WILL BE PERFORMED TO VERIFY Q 1 24" BUTTERFLY VALVE, FL x FL n�rc8 0 > ��rc �� EXISTING PIPING AND ALLOW FOR ADJUSTMENTS TO THE PIPING DESIGN BASED ON THE EXISTING PIPE CONFIGURATION. Q 1 24_TEE, FL x FL x FL rc� 3. THE EXACT ALIGNMENT OR CONFIGURATION OF THE ® 36" 24" DIP FL x PE W/ MEGA CONNECTION DETAIL SHOWN ON THIS SHEET NEEDS TO BE LUG JOINT RESTRAINTS 8331Vf� CONFIRMED. O 1 24" 45' BEND, MJ x MJ W/ 4. THE SEQUENCE OF THE GIVEN FITTINGS MAY CHANGE TO MEGA LUG JOINT RESTRAINT W ACCOMODATE FIELD CONDITIONS. © 1 24" t t25' BEND, FL x FL 5. THE 11.25' BEND IS AN APPROXIMATION, BUT IS NOT O FIELD 24" DIP W/ MEGA LUG ANTICIPATED TO BE GREATER THAN A 22.5' BEND DETERMINE JOINT RESTRAINTS /y z 6 e _ CONTRACTOR SHOULD NOTE THAT FITTING LOCATION MAY ® 30" 24" DIP FL X PE W/ MEGA NEED TO BE MOVED IN ORDER TO ACCOMODATE THE LUG JOINT RESTRAINTS O EXST. ALIGNMENT. CONTRACTOR TO FIELD VERIFY 24" SOLID SLEEVE, "\ 6. THE CONTRACTOR WILL VERIFY THE O.D. OF THE 18" RCP Q 1 MJ X MJ JOINT RESTRAINT W/ MEGA LUG a m �uT1', �W�ORD DRAWING PRIOR TO ORDERING THE REDUCING COUPLING. THIS e COUPLING MUST BE A ROMAC INDUSTRIES RC501 OR 24" 225' BEND, R APPROVED EQUIVALENT 10 1 FL x MJ W/ MEGA LUG 7. ALL 24" DIP FROM STA 228+65.65 TO END SHALL BE JOINT JOINT RESTRAINT RESTRAINT. 24" 11.25' BEND, �+ 11 1 MJ % MJ W/ MEGA LUG JOINT RESTRAINT - _ o SECTION A-A SPECIAL NOTE: s N o 1. CONTRACTOR TO REMOVE VENTURI METER IN THE ADJACENT VAULT AND REPLACE WITH A SPOOL APPROXIMATELY 33" IN LENGTH AND 24" _ 0 DIAMETER. CONTRACTOR TO VERIFY PRIOR TO ORDERING. 5196.80 2. VENTURI METER TO BE SALVAGED AND RETURNED TO THE CITY. WFOW wNNd N �� WEST VAULT CONTRACTOR TO FIELD WALL VERIFY LOCATION OF /� 6.10' p EXISTING PIPE PRIOR TO A DETERMINING PIPE LENGTH 1 p�wo 5202.47 A� LENGTH AS NECESSARY 2.5' TO INSTALL d x i k o COUPLING REMOVE EXST. 24" ` D FLEXIBLE COUPLING. EXST. 18" RCP a CONTRACTOR TO CONTRACTOR TO FIELD E FIELD VERIFY VERIFY AND INSTALL Z NEW FLEXIBLE COUPLE :m cl v J Z O EXST. 24" n STEEL PIPE c Z J / O 0 � N Li a~ 4 s vi 5196.80 AS BUILT: EXISTING 24" Q z o 0 EXST. 18" RCP FLEXIBLE COUPLER IMBEDDED CONTRACTOR TO IN CONCRETE WALL AND z I__ Z FIELD VERIFY THEREFORE LEFT IN PLACE. J o 3 A wa CONTRACTOR TO FIELD 0 r VERIFY LOCATION OF O WEST VAULT WALL O m EXISTING PIPE PRIOR TO - DETERMINING PIPE LENGTH CONNECTION TO EXISTING 18" HYALITE TRANSMISSION MAIN 24'STEEL PIPE N LENGTH AS PROFILE VIEW DETAIL #1 i 3 5' m 0 NECESSARY PROJECT N0 TO INSTALL °'° SHEET NUMBER COUPLING PLAN VIEW FROM (D TO Q. 46 DETAIL 2 DRAWING NUMBER 1 C-5 / a nWWi W. o GRAPHIC SCALE / i�/ p� - �. ••b33iyj a ( IN ever) 1 in°n= to It 4 �zs LIMIT OF DISTURBANCE (TYP.) C C, p o PIPE INLET EL. 70.3 (EXCAVATE SEDIMENT TO 2' BELOW INLET AND PROVIDE SCREENING EQUIVALENT TO EXISTING CITY INTAKE) I I 'AIR I TEMPORARY EXSITING RELEASE PORT / zo COFFER DAM I SPILLWAY AT HIGH POINT / 'A / _ - CITY BYPASS LINE I TEMP. STRAP-ON °AIR RELEASE PORT I MAGNETIC FLOW METER m o AT HIGH POINT TEMPORARY 20" SDR-17 HDPE / INTAKE - --- FLOATING HEADWALL T _ EXISTING FOREST TURBIDITY / t SERVICE BUILDING CURTAIN I EXISTING 36" CMP I V\NF- BYPASS LINE _ — _ . s z _ IRRIGATION Ilitdl EN / SLIDE GATE YPASS LINE 4 jS FILL � It TEMP. 30" IRRIGATION // �'� s/ S/O�y PORT I O w yLL BYPASS LINE / I NN yg BUTTERRLO Y VALVE RGp \RR\GPj\ON �a a INTAKE L-r--m ♦ -� EXISTING 21" RCP j BUILDING !s / _ TRANSMISSION LINE o _/ v TEMPORARY/PERMANEN - C, CONNECTION POINT TO - L--___----_ EXISTING 21" RCP \ �— x—x — i 'I x—xx.—x x.- x+x + / SUGGESTED INTAKE AREA CONSTRUCTION SEQUENCE v. / ^ <1. During high stream flows (spring runoff), open the existing 36" CMP bypass R SECUIA � slide gate to the full-open position to wash out accumulated sediment. :t ; \ \ FENCE gate binds, remove it. lo - ----�.- ----STAKE-4AH#3 ---- - ------- T SEGMENTAL 2. Begin construction in upland areas, away from spring flood flows. RETAINING WALL BYPASS LINE CONNECT TEMP. TO PERMANENT 3. Install coffer dam and temporary bypass lines. TEMP. 30" IRRIGATION 30" PIPE USING FERN CO BAND SLIDE GATE. PROVIDE COUPLER OR ENGINEER-APPRO EQUAL 4. Switch water supply to temporary bypass lines and dewaler the intake area. Q SCREENING SIMILAR TO n and structures z EXISTING IRRIGATION INTAKE. CONSTRUCT TEMPORARY 5. Saw-cut, demolish and dispose of existing headwall, piping � LINED INLET BASIN I CRITICAL SEQUENCING CONSIDERATIONS (see sheet I-15). rn n n 1. Temporary City @ypass Line: The Contractor shall install and maintain o 6. Excavate/dredge the intake area, and construct the cast-in-place concrete � _ bypass line to supply up to 9 MGD (6,250 gpm) peak flow to the City of structures and associated piping and equipment. Leak test and J Z o —}— Bozeman's existing 21" RCP transmission line. The water supply must be mechanically test all piping, equipment and structures as specified. � Q I SOIL BERM - I continuously available until project completion, except when not required by 7" Install the floating turbidity curtain, turn off dewotering pumps, remove � � SEE SHEET 1-2 the City (typically, water is not required between April 15th and May 251h). temporary city bypass line and switch the water supply to the new intake Z N — The existin 21" RCP transmission line is o ravit line controlled at the Z g 9 Y 48" RCP bypass line, and the completed 21" RCP and 24" DIP pipelines. inlet. Throughout the duration of the project, City personnel must be Protect open vaults and equipment from subsequent construction of the V) U H provided access to a flow control device on the City bypass line. intake building. LJ N Z V :D w -- —=� — — — — — — — — _ _ This drawing proposes the City bypass line as a 20" SDR-17 HDPE siphon 8. Remove coffer dam and temporary irrigation bypass line, and switch the Q N Q' 1T line. A butterfly valve is proposed as the flow control device. Throughout water supply to the new 30" RCP irrigation line. Install the segmental IZ N — — the project, the Contractor shall maintain the bypass as required to meet retaining wall and place/compact earth fill and road aggregates to finished iD E the City's fluctuating demand. Alternate bypass systems will be considered grade elevations. Z F o and must be approved by the Engineer. Z Q WEST EDGE OF PAVEMENT, l 9. Construct the remainder of the intake building and electrical/mechanical Q HYALITE CANYON ROAD w D 2. Temporary Irrigation Doss Line: The Contractor shall install and maintain equipment, and install the security fence. W Q N a 30-inch diameter gravity bypass line to supply water to the Flanders Millpond Ditch. To ensure adequate capacity, the pipe invert at the bypass 10.During a period of low stream flow, open all bypass lines to divert the ,"I >_ a s intake shall match the invert of the existing intake (elevation approximately stream, then perform repair work on the existing dam and spillway and = r a umped or otherwise supplied as install the fish ladder. ui 5469.80), and additional water shall be p necessary. Pipe slope shall be as required to convey the full capacity of the pipe inlet. The water supply must be continuously available until project 11.Finish site cleanup, landscaping and demobilization. completion, except when not required by the water users (water use Z typically begins as early as mid-April). Throughout the duration of the � m bypass, irrigation personnel must be provided access to a flow control NOTES: W a device on the bypass line. 1. This drawing and construction sequence is intended as a feasible means of O This drawing proposes the irrigation bypass line as a 30" CMP gravity line completing some of the time-critical portions of the work. Alternate m connecting to part of the permanent 30" RCP irrigation line. A slide gate, construction sequencing and bypass plans will be considered connecting located midway along the temporary portion of the bypass, is proposed as ataECT NO RECORD DRAWING V the flow the control device. required the project,ir,gati Contractor shall 2 Protect the 30" RCP irrigation pipe and other structures from damage, 0417040 � maintain the bypass as re wired to meet the irrigation demand. Alternate including damage due to undermining or slumping of the supporting soils ;HEFT NUMBER ao bypass systems will be considered and must be approved by the Engineer. into the intake building excavation. 23 n - 3. Traffic on Hyalite Canyon Road: Traffic on Hyolite Canyon Road increases 3. Anchoring hardware for the floating turbidity curtain shall be installed with n>nwlrvc NUMaEa o significantly during the summer camping and tourist season. Work on or the project. The turbidity curtain itself should not be deployed except near this road, shuttling of materials, etc., should be scheduled to minimize from June 151h through October 15th, and should be stored in the intake I— 1 6 disruption of traffic. building the rest of the year. WETLAND BOUNDARY (typ.) REMOVE FENCE z Sic i l00 REINSTALL/REPLACE K'>zoi CORROSION PROTECTION UNITS AND WIRING AT CROSSING AND z o �� E N a W W cu SEE SHEET I-a WHERE NECESSARY rcB o 3' ANGULAR BEND _ W�Uu��10 �� INSTALL LOCATION DELINEATOR - ?� INTAKE AREA SEE INTAKE SHEETS J W FOR ADDITIONAL DETAIL PROPOSED PIPELINE CONSTRUCTION EASEMENT 50' CENTERED ABOUT PROPOSED PIPE - lq =Q' z o •,• / K0 ✓ IN-STALL LOW PERMEABILITY BACKFILL PLUG PER MPWSS STD. D G. NO. 02277-1 TYPE "T" STA 7+90 - 8+10 i\ INSTALL PDI-T & RIBBON ANODE D.I.P. TEST STATIONS. --- / SEE DETAILS 13976 & 13994 IN SECTION 13900 OF _ I _ TRANSMISSION LINE PROJECT MANUAL, (A.B.) / INSTALLED HERE (A.B.) INSTALL 22.5' BEND y o INSTALL LOCATION DELINEATOR(A.B.) R INSTALL 22.5' BEND _ / o INSTALL LOCATION DELINEATOR -- i - - - - - - IRALjT� - € fylfssr j - STA 13+50 to _ INSTALL LOW PERMEABILITY o O�• BACKFILL PLUG PER MPWSS ! m STD. DWG. NO. 02222-1 TR ISSIO E CANYON ROAD p ^K^rc wF i T J- yXM ¢_ - / NypLIT �GGI L T INISSTANCED HERE (A.B.) `� `' _• PROPOSED WATER MAIN - d INSTALL 45' BEND(APPROX. 6 + _ �STA 10+50r �\ INSlAI I LOW PERMEABILITY BACKFILL PLUG U a �-- J INSTALL COMBINATION AIR VALVE INSTALL LOW PERMEABILITY BACKIILL PLUG _ _ �^� PER MPWSS STD. DWG. NO. 02222-1 �s -y,,,/ ALTERNATE LOCATION, CL MANHOLE PER MPWSS STD. DWG. NO. 02222=T— -- STA 8+00 �- ` — -��-�. — — 4V LEFT, SEE DETAIL 3 — - -�""-- INSTALL OW AERMEAB CS BACKFILL PLUG " -i�T— 21' (A.B.) PER MPWSS STD. DWG. NO. 02222-1 SCALE INSTALL. 22.5' HIND W-77 HORIZ: 1" = 50' INSTALL FLOW METER VAULT APPROXIMATE LOCATION OF EXISTING 21" RCP WATER MAIN. PROPOSED WATER MAIN TO BE LOCATED 10' LEFT. VERT: 1" = 5' ,a�S1A�-�2S-�ChVa — INSTALL 11.25" BEND (A.B.) i 1X17 HORIZ: 1" = 100' 'I - NOTE: AERIAL PHOTO IS SHOWN FOR GENERAL VISUAL REFERENCE.. SOME DISTORTION IS ALWAYS PRESENT W/ AERIAL PHOTOS, 1 1 X17 VERT: 1" = 10' S' 8 \ AID SCH. 2 BID SCH. 1 STA 'TIOQ DETAIL HYALITE TRANSMISSION MAIN RECORD DRAWING SEE INTAKE SHEETS ol FOR ADDITIONAL DETAIL ON 5470 \ N PIPING AND FINISHED GRADING TYPE 1 PIPE BEDDING - 54/0 r APPROX. + SEE GENERAL NOTES/SPECS FOR DETAILS ON E m m FIN d 4+00 6+00 TRENCH BACKFILL MATERIAL o W o xlsnrlc GROUND N I INSULATE PIPE (A.B.) 5470 ya70 EXISTING GRADE PIPE AS SHOWN TO ACHIEVE HIGH/LOW SPOTS Q g ` ` GROUND Z 5460 _ / Z a f n U H W I 0 N to +< I _ r1 N N > N Q � 5455 _ ld F J N~ m z \ Q I Z +m h L J 3 N N w I v 6.5' MIN. COVER REQ'D ` \ _ O + N m N 5450 m< ,+lma - I,anE CkfLj Q N (V O VI v I Q a J O H- Q VI 3 Z_ N Q N�� m O Q Q V) Z O Y Z O O n 0 o W W H J U v W \ W + F YY��Q m Q m 5445 Z o m a ;m .. dN Sao_ n — — — — ` :.1�_, z + a z I N < �„ Nay Nn mJa \ \ \ O N z 0 P, < d< a ;n a J L�J Q d OJ m m Z v. I 2 ~O Zk N N N W m .. I V = I 5440 a z ° a< J cr s 2" BEND IN EACH PIPE m m a < ¢ d d r q �'-'V < v 5440 O ,0 O . u¢m STA. 10+50 M 1 + 0 - 1 +00 A.B. NOT - - - N 3: INSTALL LOW PERMEABILITY �z INSTALLED,o i z BACKFILL PLUG o+w m z a d < i 5435 0 I _ v `v vl r a 5435 m O .6 NOTE: FITTING DESCRIPTION F ALL HORIZONTAL BENDS INCLUDES THE DESIGNED HORIZONTAL ANGULAR DIMENSION IN PARENTHESES. In I N 0- CONTRACTOR TO FIELD ADJUST AS NECESSARY BASED ON FIELD VERIFIED LOCATION OF EXISTING WATERLINE AND/OR CIRCUMSTANCES ENCOUNTERED DURING CONSTRUCTION. a STA. 13+50 �„ O j F r r < INSTALL LOW PERM ABILI Y < m n `^ __ _ _ _ _ STATION 1+00 TO STATION 15+00 N v~. BACKFILL PLUG f g 5430 w I INSTALL 1400 LF OF 30" CLASS 150 DE.; AWWA C151 5430 PROJECT0417.0 No. 0417.040 nO O O ln O I OI n l 10 Ol N N m ' Ol Ol Ol O SHEET N UMBER 0 O . . O m 1 0 24 0 DRAWING NUMBER Ifl N N N in N N ill h O ill N O N N ,ll ill N ul N � ill N N N N N ,ll N N � i(f N h N N N N N N in N N N N N N N in � W- 1 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+0(: REMOVE FENCE w REMOVE REPLACE LARGE ROCKS- REINSTALL/REPLACE AT _INSTALL 11.25' BEND z�zo N? / _ INSIAII LOCATION OR o j. CROSSINGS & WHERE NECESSARY - �- = ao, La. STA 21+221 4F �'' 9�0 o` 10' CONSTRUCTION INSTALL 11.75' BEND A.B. N �r� Wo EASEMENT STA. 21+10 /'` _ z ANODE SPLICE A.B. EXISTING PIPELINE EASEMENT o 30' CENTERED ABOUT EXISTING PIPE HYALI L _`AT N \ ��� 5��9T�,y NNE _ r —)ION �j 1 'as INSTALL 11.25i BEND Nc M] INSTALL LOCATION DELINEATOR �- i INSTALL BLOWOFF VALVE TO _ _N J a� INSTALL SHUTOFF VALVE LEFT, SEE DETAIL / \ INSTALL LOCATION DELINEAT R- 45 1 1.25' BENDS. \\ // c�� Z 1111,- - - 14STF ATION DELINEATOR\ .9 � _ - \ INSTALL 45' & / o \ - 22.5' BENDS _ 10 \ INSTALL LOCATION / DELINEATOR E%ST. BLOWOFF o EXISTING 27"x42" CMP CULVERT STA 16+00 INSTALL LOW PERMEABILITY BACKFILL PLUG / i ASPHALT ROADWAY CRO'. G \ \ m o PER MPWSS STD. DWG. NO. 02222-1 ��i 26' WIDE (A.B.) 1 DETAIL \ �� PROPOSED WATER MAIN y REMOVE FENCE - ice/ STA 18+00 W' ♦ \\ / REINSTALL/REPLACE / i� INSTALL LOW PERMEABILITY HACKFILL PLUG REMOVE FENCE \ DISPOSE OF FENCE WITHIN EASEMENT WHERE NECESSARY / ' PER MPWSS STD. DWG. NO. 02222-1 REINSTALL/REPLACE AT \\ y9 fi OPO CROSSINGS & WHERE NECESSARY SFF _RECONSTRUCT DITCH SECTION '"&cot SEE DETAIL i€ fig,Cpd RECONSTRUCT DITCH SECTION win i —� •�i �,�Pl•1 SEE DETAIL W-18 S� INSTALL COMBINATION AIR RELIEF VALVE TYPE "M" STA. 22+95 - 23+15 (A.B.) S;,- 2,3 p6 STANDARD LOCATION LEFT, SEE DETAIL { INSTALL PDI-T & RIBBON ANODE D_I P. TEST STATIONS. / W-17 SEE DETAILS 13976 & 13994 IN SECTION 13900 OF O w84 / PROJECT MANUAL. SCALE ~A / HORIZ: 1" = 50' W 1lI,OF EXISTING 21" RCP WATER MAIN. VERT: 1" = 5' ~ ~� WATER MAIN TO BE LOCATED 10' LEFT. d€ & TYPE TEST STATIONS. RECORD DRAWING , 1X1l HORIZ: 1" = 10' / - INSTALL PDI-T & RIBBON ANODE D.I.P. TEST STATIONS. NOTE: AERIAL PHOTO IS SHOWN FOR GENERAL VISUAL REFERENCE., f g �J SEE DETAILS 13976 & 13994 IN SECTION 13900 OF — _ SOME DISTORTION IS ALWAYS PRESENT W/ AERIAL PHOTOS. 11X17 VERT: 1' = 10' $£ PROJECT MANUAL. HYALITE CANYON ROAD HYALITE TRANSMISSION MAIN J _ TYPE 1 PIPE BEDDING A ^ d r'4s0 SEE GENERAL NOTES/SPECS FOR DETAILS ON 1 - --- - - - 5460 - 3 TRENCH BACKFILL MATERIAL 5455 GRADE PIPE AS SHOWN TO ACHIEVE HIGH/LOW SPOTS - 1J z 5450 �. � — ~ Wf O ^� NO> n / ii' 6.5' MIN. COVER REO'D +a M a¢ ^m N / O nNp N4 Qm� my i.. F 4440 V N 5445 m 9 n _ - N m �0 NU¢ mm+ 5445 Z_ a s Z w EXISTING m a ~ rn N z m GROUND < �- N < a m (n z f m ® rn o O fx N 5440 \ _ �: — �q /4 * z_ z 0. `� `° 544U N W S. I o Q - LJ F- w N w 43 a N 3 a N. < 7 Q m o - N w zj~' of F ¢ .. m J fY w c¢i 5435 - ti m m e < � 5 No r _ ,,; Z - - Z Q w tL a cr m z STA. 18+09 (A.B.) H a i - FJ Q fri m O O O O Q O m _ fi 5430 J INSTALL 30" ■ 24" REDUCER < d F= _ : - < S4'' m ± N N T Z aJ STA. 18+18 a < < a a < a z J STA. 17+33 INSTALL 11.25-(16.9')BEND o: ti y H v ,�„ y O Q O C mI INSTAL BLOWOFF VALVE vd 5425 w �' NOTE: FITTING DESCRIPTION FOR ALL HORIZONTAL BENDS INCLUDES THE DESIGNED HORIZONTAL ANGULAR DIMENSION IN PARENTHESES. o i STA. 16+00 INSTALL LOW PERMEABILITY $ $ CONTRACTOR TO FIELD ADJUST AS NECESSARY BASED ON FIELD VERIFIED LOCATION OF EXISTING WATERLINE AND/DR CIRCUMSTANCES ENCOUNTERED DURING CONSTRUCTION. NO < INSTALL LOW PERMEABILITY BACKFILL PLUG b H �' m a v`_l BACKFILL PLUG < a H M w STATION 15+00 TO STATION 18+50 _ STATION 18+50 TO STATION 29+50NO INSTALL 350 LF OF 30" CLASS 150 D.I.; AWWA C151 INSTALL 1100 LF OF 24" CLASS 200 D.I.; AWWA C151- vRGUECT 5420 5470 0417.040 — f — SHEET NUMBER N m N Yl N f' O O l0 n N n N n Op O O n O m M b 10 l0 Ml N N O d - - N l0 N Of m d 0! iD d O M M a M M OI M n N p O O O O 0 0 m m m ♦ a d d a a ✓1 h M n n M d N ul in ill N n in w W .0 00 N m n 6 6 6 m 25 N A 0 0 0 0 N �lI n iA 'n 'n n in N N vl N n in N aO a a d a DRAWNG NUMBER N i/ NO = W—Z 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+b1` �� mWUI �6 o. INSTALL LOCATION DELINEATOR �mz� AT FENCE CROSSING j� L IDio ui z o - c Lo GRAVEL DRIVEWAY CROSSING W�rc� pV _ SEE DETAIL /2\ ^ jo mY a (tOND W-18 PROPOSED WATER MAIN az O0 CP PRESERVE ROCK FENCE - a33iy")1"y TYPE "T" A. 33+40 - 33+50 (AA) r3ih-35 1;�A 2 �0 INSTALL 11.25' BEND STALL P01-M (W/2 COUPONS & PROBES) & RIBBON ANODE D.I.P. TEST STATIONS. SEE DETAILS 13971. 13973 & 13994 IN SECTION 13900 OF PROJECT MANUAL. REMOVE FENCE GATE 7 NOTE: INSTALL ABOVE GROUND TEST STATIONS IN LOCATIONS SO AS TO ^ AND REINSTALL HYALITE 20' CONSTRUCTION � NOT REST KICI THE INTENDED USE OF THE LAND. EASEMENT\REME/REPLACE 6" TRANSMISSION MAIN RIGATION LINE u REMOVE FENCE REINSTALL/REPLACE AT / z u CROSSINGS & WHERE NECES , _ _ \ Q W � w N \ c Z C _ - - --- -----m-- - W W - V _ N ----- _--.---- A -- --- ---- _AL Q ETING 24 CULVERT ------------------- ---- To' -- -------- o - DISPOSE OF FENCE ( ) _ WITHIN EASEMENT EXISTING PIPELINE EASEMENT STA. 43+80 A.B. COMMUNICATION CONTROL �\ DISPOSE OF FENCE 30' CENTERED ABOUT EXISTING PIPE CABLE JUNCTION SPLICE BOX ��nn WITHIN EASEMENT -� EEn g APPROXIMATE LOCATION OF EXISTING 21' RCP WATER MAIN. iulT -m ASPHALT DRIVEWAY CROSSING PROPOSED WATER MAIN TO BE LOCATED 10' LEFT. �' SEE DETAIL 18' WIDE (A.B.) 1 g� W-18 ¢�g 4 i SCALE oC/) a` HORIZ: 1" = 50' o VERT: 1" = 5' OVERHEAD POWER CROSSING (CONTRACTOR TO NOTE: AERIAL PHOTO IS SHOWN FOR GENERAL VISUAL REFERENCE.. 1 1 X 17 HORIZ: 1" = 100' O d & COORDINATE W/ POWER COMPANY CONCERNING C O R.D DRAWING SOME DISTORTION IS ALWAYS PRESENT W/ AERIAL PHOTOS. s ANY GUY WIRE CONFLICTS 1 1 X 17 VERT: 1" = 10' ��� - UNDERGROUND TELEPHONE CROSSING $� - g HYALITE TRANSMISSION M A I N d TYPE 1 PIPE BEDDING sass v SEE GENERAL NOTES/SPECS FOR DETAILS ON m d TRENCH BACKFILL MATERIAL ; x - STA. 39+40 (A.B.) STA. 42+00 (A.B.) o o a o io 5450 -- \ �- INSULATE PIPE (A.B.)— 5450 STATION 29+50 TO STATION 44+00 INSTALL 1450 LF OF 24" CLASS 200 D.I.; AWWA C151 Q Z Q GRADE PIPE AS SHOWN TO ACHIEVE HIGH/LOW SPOTS z 5445 L _ -- _—--- \ " O o _ CUT MISLOCATED (A.B.) N 5440 \ \ 54c� Z \ Q W EXISTING Z I GROUND � Q _ (/1 Z mo O Sa 5435 _ _ + s�, Elf cn � w F ;;DIED ` — — — _ _ � Q a IRRIGATION Q Z W — — ' LINE (A.B.) Q o 1 � w + L) 5430 m i 5a yp Z ~" NO v0 1 i d m a Lu p N I d iv 6.5' MIN. COVER REO'D J V, cr n �n m m ai W Q a W + 5425 z n _ _ Q _ CL Q d < vV e N z d F n Q m + II 11 II N +v1 II' vd 5420 �. ? n rd+i o N 0 g w Q y $ °° �= FITTING DESCRIPTION FDR ALL HORIZONTAL BENDS INCLUDES THE DESIGNED HORIZONTAL ANGULAR DIMENSION IN PARENTHESES. n X F N. N FQ- NOTE' Q < RROJECT NO. of 5415 w rn N m CONTRACTOR TO FIELD ADJUST AS NECESSARY BASED ON FIELD VERIFIED LOCATION OF EXISTING WATERLINE AND/OR CIRCUMSTANCES ENCOUNTERED DURING CONSTRUCTION. y v - _ 0,17.0,0 0 SHEET NUMBER n d N N r 01 m N N N 1n d O N n m N O O ,O d m OI m m n 01 10 N 01 10 n m m N Y1 10 0 0 O N d 10 O N N n n N N O 01 m � ♦♦ Mf N ^ O 01 01 m m .0 16 16 10 N d d n n N N N lV N N n n n n d d a d 1f1 d 26 1n n �n v> u> u1 v1 v1 1n �n d d d d ♦ < d n n n n n n n n n n n n n n n n n n n n n n n n n n n n o n n n n n n 0 d d d d d d d d ♦ d d d d d d d d d d ♦ d d a d d d d d d d d d d d d d d d d d d d d d d d d d d d d d o d d a d d d DRAWING NUMBER 1t) n N N N N N N N N N N N N VJ Vl Yf 1A N h 111��� 1n 1f1 Vl VI N 1(1 N N N 1n itl N N 1(1 N N 1!I N 'A N N VI 1(1 h N 1A h O V1 N N VI N V1 W-3 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+0( \ roo,- z z O S acs ou l O 3 RECONSTRUCT DITCH SECTION L \ F 2 SEE DETAIL \ IOC ,�` 20' CONSTRUCTION � 7-7 W-18 \ *4 EASEMENT =P z a P y I� o W H WETLAND BOUNDARY (typ.) \ '0 Y m 2% - - _- INSTALL 22.5• BEND y \ INS,ALL LOCATION DELINEATOR- MOUNT TO TOP OF EXST. BLOWOFF \ \ a � EXST. BLOWOFF -y EXISTING PIPELINE EASEMENT \ Q o 'STA. 43+80 TYPE "T", (A.B.) 30' CENTERED ABOUT EXISTING PIPE C INSTALL PDI-T & RIBBON ANODE D.I.P. TEST STA \ \ �^ \ 5 SEE DETAILS 13976 & 13994 IN SECTION 13900 OF \ PROPOSED WATER MAIN TYPE "T" (A.B.) STA 57+76 `� —.._ m PROJECT MANUAL. INSTALL PDI-T & RIBBON ANODE D.I.P. TEST STATIONS. �� \ 7 r NOTE: DO NOT INSTALL PLASTIC MONITORING PIPE & a SEE DETAILS 13876 & 13994 IN SECTION 13900 OF PROJECT MANUAL. \ D INSTALL USING FLUSH MOUNT. \ NOTE: DO NOT INSTALL PLASTIC MONITORING PIPE & INSTALL ABOVE 7 GROUND TEST STATION NEXT TO EXISTING BLOWOFF. bq \ w I ow \ � NOw a (n \ O C7 \ Co €st v n APPROXIMATE LOCATION OF EXISTING 21" RCP WATER MAIN. SCALE r A�C O w mLL m PROPOSED WATER MAIN TO BE LOCATED 10' LEFT. \� f\ F- HORIZ• 1" = SO' w \ VERT: 1" = 5' RECORD �j O� NOTE: AERIAL PHOTO IS SHOWN FOR GENERAL VISUAL REFERENCE.. O 1 1 X 17 HORIZ: 1" = 10' & R r� SOME DISTORTION IS ALWAYS PRESENT W/ AERIAL PHOTOS 1 1 X 1 7 VERT: 1" = 10' O - Sn C� 71 q S HYALITE TRANSMISSION MAIN a �; TYPE 1 PIPE BEDDING 5440 SEE GENERAL NOTES/SPECS FOR DETAILS ON m m o a TRENCH BACKFILL MATERIAL a o � a rno 5435 5435 STATION 44+00 TO STATION 58+50 _ Q / - INSTALL 1450 LF OF 24" CLASS 200 D.I.; AWWA C151 Z - GRADE PIPE AS SHOWN TO ACHIEVE HIGH/LOW SPOTS Q z 5430 — — — -- 0 0 N c' 5425 _ 5425 Z n \ EXISTING Q GROUND m Z I MOVED 6.5' MIN. COVER REO'D \ \ \ Ln ZO :2 Q o m s v 5420 5420 EC N w N z \ Q N 3 e+n m \ Q N a rn w of \ \ Q p o 5415 v \ \ 5415 Z ~ O d w a N \ \ C N W a x t- Z' 2 5410 m 5410 0 _ o a e - o_ ti Q. z Cs O $ Z e F S Q 9 () 5405 a a Z 8 a j:l w O O h O O N tF t a 2 F' O CID Q z v m a v NOTE: <FITTING DESCRIPTION FOR ALL HORIZONTAL BENDS INCLUDES THE DESIGNED HORIZONTAL ANGULAR DIMENSION IN PARENTHESES.Q Q 4 < PROJECT NO. O x n CONTRACTOR TO FIELD ADJUST AS NECESSARY BASED ON FIELD VERIFIED LOCATION OF EXISTING WATERLINE AND/OR CIRCUMSTANCES ENCOUNTERED DURING CONSTRUCTION. v�I 5400 w � � 0417.040 O SHEET NUMBER I� m M n n N 1p O r 0 0 O h M Ol a O IU �O •- h M [O a a a a N IO O a N UD a O M f� pi 19 O N 10 a N O 10 h h n M IT 27 0 0 Oi 0 O Ol 00 h t0 N M N O •- N M M M M M M M M M M M M M M M M N N N N N N N N N N N N N N N N N N N N N N N N N N N O < < d a l d a a a a d DRAWING NUMBER 0 ill N N N � N i(1 ,(1 N � ill N i(l N N 0 N N N � N M 0 0 N 0 N N N 0 N N N N � N N N N N N �!/ � N ✓l N V7 ill V) V) � N I N i(1 ilJ N N ifl W-4 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 TYPE "T" STA. 70+28 - 70+48 (A.B.) _ moil STA NOTE: AERIAL PHOTO IS SHOWN FOR GENE `� �� INSTALL PDI-T RIBBON ANODE D.LP. TEST STATIONS. �,iwaci VISUAL REFERENCE. SOME DISTORTION IS AL W YS SCALE `� SEE DETAILS 13976 & 13994 IN SECTION 13900 OF PROJECT MANUAL. i�ao z PRESENT W/ AERIAL PHOTOS. NOTE: INSTALL ABOVE ROUND TEST STATIONS IN PROTECTED - Z� HORIZ: 1" = 50' ` LOCATION OUTSIDE OF ROADWAY - awe u VERT: 1" = 5' ' =w � �� 11x17 HORIZ: 1" = 100' TYPE "T" STA 60+50 - 60+7 (A.B.) 11x17 VERT: 1" = 10' 69+-28 INSTALL PDI-T & RIBBON ANODE D.I.P. TEST ST IONS. \� 'Y =Q z'''PP sa_ .� MOVEDTO STA 70+43 (A.B.) ? a 0 SEE DETAILS 13976 & 13994 IN SECTION 13900 OF `� \ `� "Qj I COMBINATION AIR '^J. -,a% PROJECT MANUAL. ` f� ALTERNATE L AN L WCYi STA 71+00 TO STA 66+70 �p _o EE D { RECONSTRUCT GRAVEL ROAD fi z z ` 17 SEE DETAIL INSTALL COMBINATION AIR VALVE V\NE a STANDAFZD t_bCAfitOM LEA SEE DETAIL �` / W-18 �, 3 W-17 4- UNDERGROUND ` \ EXIS NG POWER ) ^ REMOVE FENCE 0 T ANSFOfJ{dER GAS CROSSINGllo REINSTALL/REPLACE AT U// INSTALL 22.5 BEND Z W 3 R � o \ CROSSINGS & W/IN CORRIDOR INSTALL LOCATION DELINEATOR PROPOSED WATER MAIN UN G 9 ND r H \ AT FENCE CROSSING ELECTRIC C SSING rn m W _ b \ EXISTING PIPELINE EASEMENT CDMBINA IDN AIR VALVE INSTALL 11.25' BEND �' '-��' zo ALTERNATE L CATIdN, IL NANHULE 30' CENTERED ABOUT EXISTING PIPE (A.SJ SEE DETAIL 18" CMP CULVERT ` \ \ CROSSING N \ - W-17 \ INSTALL 1 1.2S BEND INSTALL LOCATION DELINEATOR \ \ _m / R 00 0 AZ EXST. AIR VALVE \ 20' CONSTRUCTION EXST. BLOWOFF - - 00 - \ JN7#JEASEMENT _NONN l } 10' REMOVE/REPLACE A, _ __ p e WETLANU BOUNDARY (lyp. \\ INSTALL 22.5' BEND EXISTING SIGN _ O 5 8 I STALL LOCATION DELINEATOR 8 45' BEND - � IN LOCATION DE APPROXIMATE LOCATION OF EXISTI 21" RCP WATER MAIN.PROPOSED WATER MAIN TO BE LOCATED 10• LEFT ,f� ` O RECONSTRUCT DITCH SECTION RECONSTRUCT DITCH SECTIONS SEE DETAIL \\ `� b�\ \\V ✓f9 \ AS NECESSARY SEE DETAIL� = W-18 HYALITE TRANSMISSION MAIN RECORD DRAWING d cats TYPE 1 PIPE BEDDING - sals ' i SEE GENERAL NOTES/SPECS FOR DETAILS ONE — TRENCH BACKFILL MATERIAL o w a EXISTING _5410 GROUND o a a m o �- _ GRADE PIPE AS SHOWN TO ACHIEVE HIGH/LOW SPOTS 5410 Q Z Q 5405 m 0�' ~ Z a O > \ n Z 0 .mom N + Q \ O 00 \10 n 5400 r in v i C) Q ECTRIC VI N N Z O + 5395 d :n — — — f \ r 5.15', of to w �. N \ Lj (n PER INSTADETAILLL INSULATION Q ~ ?Q? m m J m Z > 1 w G < ti d W-17 Q m 8 J b• F- Q' w + 5390 5 -e SS9C Z 1- 0 0 T 8 ii - < w w i L i � 1- O a) i O p O PLACE NEW 24' PIPE m o It) J a z r- ~ 10' FROM EXISTING PIPE a o d 0 a - z LJ a d 1 5385 d m vaai o < N o STA. (A.B.. < .< m^ o co + N m ,6 - m F- a a INSTALL 22.5'(28.3')BEND m o °°+ m FITTING DESCRIPTION FOR ALL HORIZONTAL BENDS INCLUDES THE DESIGNED HORIZONTAL ANGULAR DIMENSION IN PARENTHESES. "• '� u~i d �`+•" w Q 1 J II 11 T d J H N T _ J m Md 5380 W CONTRACTOR TO FIELD ADJUST AS NECESSARY BASED ON FIELD VERIFIED LOCATION OF EXISTING WATERLINE AND/OR CIRCUMSTANCES ENCOUNTERED DURING CONSTRUCTION. O Z 1"' (- F- F Z_ f I" Z O m Z 2 STATION 58+50 TO STATION 73+00 ''° - -'i' z O INSTALL 1450 LF OF 24" CLASS 200 D.I.; AWWA C151 1- _F N -cl g5375 0417.040 O SHEET NUMBER 10 O O� oW I O M h O O N h 10 b m 01 M m N N N r Oi O O� O) 0� w d n N In n d N )D 0 0 10 o Ll) d n N W r 0 d r'1 N O 0 Q) 1, w 0 N 0 10 10 U) O d n n d < N 0 10 10 I m 0 Ol 0) I, r h 1 N 16 28 Y O O O O O O o O O 0 0 W m O. 0 0 0 0. 0) 0 0 0 V. 0 0 m 0 0 0+ O 0 0 Ol 0 . Oi O d d v d d < d d d d Y 1 f d a a d d It d It d d d d n n n n n n n n M M n n n n n n n n n n n n d d n n n n n n n n DRAWING NUMBER N N N N N N 0 N N n h N .0 N N N N N n N N N N N n N N N N 0 Yl 0 In 0 N N h N N N Y1 0 0 0 N N i!] O N ill il) ill J1 N N N Lo !] ul 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 W-5 mom INti lAI1 90' BEND am�z INSTALL LOCATION DELINEATOR + �� SCALE _ gJo� o INSTALL LOCATION DELINEATOR SOUTH 19th AVENUE HYALITE AT INSPECTION INHOL,1:� ov Wu� 5u TRANSMISSION MAIN u HORIZ: 1" = 50' W;;� 0s m - - o ro., VERT: 1" = 5'07 `' moo 0 - - o0 00 0 0 - 0 1 1 x1 7 HORIZ: 1" = 1 00' 0 0 1 1 x 17 VERT: 1" — 10' I za 0 5I ANODE SPLICE AT i STA. 91+05 (A.B.) INS ALL 24" TEE W/INSPECTION Qom 'Z; MA OLE, SEE DETAIL z z ���= O STA-92+00 STA 91+05 - 91+25 TYPE "T" (A.B.) W-17 INSTALL PDI-T & RIBBON ANODE D.I.P. TEST STATI NS. PROPOSED WATER MAIN INSTALL 22.5' BEND SEE DETAILS 13976 & 13994 IN SECTION 13900 PROJECT MANUAL. �yt INSTALL LOCATION NOTE: INSTALL ABOVE GROUND TEST STATIONS IN ROTECIED LOCATION OUTSIDE OF ROADWAY 4 a DELINEATOR _ _ FLUSH MOUNT (A.B.) STA 101+8D - 102+00 (A.B.) R 3 STA-1-e++a6- `\ UNDERGROUND TELEPHONE CROSSINGS NSTALL PDI-T & RIBBON ANODE D.I.P. TEST STATIONS. SEE DETAILS 13976 & 13994 IN SECTION 13900 OF PROJECT MANUAL. o NOTE: INSTALL A 0VE GROUND TEST STATIONS IN PROTECTED LOCATION o p0' STA 89+30 (A.B.) OUTSIDE OF ROADWAY. n COMMUNICATION CONTROL FLUSH MOUNT (A.B.) C P CABLE JUNCTION SPLICE BOX 'm o o PARALLEL 12" CMP CULVERT NE: & CONCRETE RETAINING WALLS RESTORE ASPHALT SHOULDER REMOVE/REPLACE AS NECESSARY z ALONG HODGEMAN CANYON DRIVE E'ER DETAIL ASPHALT DRIVEWAY CROSSING W-18 SEE DETAIL T,89 O W-18 REMOVE/REINSTALL ROW OF MAILBOXES EXISTING PIPELINE EASEMENT & ASPHALT PULIOUT AS NECESSARY 30' CENTERED ABOUT EXISTING PIPE i STA 86+70 TO STA 87+90 C ROAD S ONSIPL DE IAiI.AST UNDERGROUND GAS CROSSINGS APPROXIMATE LOCATION OF EXISTING e S Y W 118 _ -INSTALL SHUTOFF VALVE 21" RCP WATER MAIN. v _ -ALL 99 BEND II 8n GRANDVIEW BOULEVARD _-UNDERGROUND TELEPHONE/ ELECTRIC CROSSINGS g V Z MATCN`LTNE. NOTE: AERIAL PHOTO IS SHOWN FOR GENERAL VISUAL REFERENCE.. _ � i� O -$£ T7 r Ee SHED SOME DISTORTION IS ALWAYS PRESENT W/ AERIAL PHOTOS. _ �� Lm�� M HYALITE TRANSMISSION MAIN RECORD DRAWING t,375 TYPE 1 PIPE BEDDING - w SEE GENERAL NOTES/SPECS FOR DETAILS ON cAs u� TRENCH BACKFILL MATERIAL m m m o IN TRENCH�(A.B,�, GRADE PIPE AS SHOWN TO ACHIEVE HIGH/LOW SPOTS a Q EXISTING Q GROUND Z 5365 0^ p z n m+ NOTE: FITTING DESCRIPTION FOR ALL BENDS INCLUDES THE ACTUAL CALCULATED ANGULAR DIMENSION IN PARENTHESES. :m 0o n o CONTRACTOR TO FIELD ADJUST AS NECESSARY BASED ON FIELD VERIFIED LOCATION OF EXISTING WATERLINE AND/OR CIRCUMSTANCES ENCOUNTERED DURING CONSTRUCTION. N r �o \ .0 Nh 5360 d a i �.i E;LI Z z 3 O g 535 5 - - - - - - - - - t Y N o w 3 Q N 3 , Q O � � w + w Z N n N 5350 O m z N z Q z m - - — - L�J a a cJ z I m N I 5345 a a o < + `" < m < m m < O = a c o = o, < >;oo' � - '<' 6.5' MtN. COVER REO'D a 5345 m V) Z n rn u a r a Z m O ^ O O� O STA. 96+06 Q 5340 ~ ~ i ~; _ I' _ �' INSTALL 24" MJ.FL TEE ~ I' `m 5340 w + + } T w/INSPECTION MANHOLE +> + O a m m w S a a m Q ta- Fa+ < < < h <n < STATION 87+50 TO STATION 102+00 g5335 INSTALL 1450 LF OF 24" CLASS 200 DJ.; AWWA C151 533` 04D O SHEET NUMBER N N O, ,0 n m n O, 10 rD N r n O M) n rn 'D ' OD h U) a ✓j N O m !� b N a n N O Oi Oi ,D t0 ,D ,D 6 ,O ,O 1) N N o N a e a n n tV N N p p O 00 M e0 01 f� I� r n n 30 17 N N 0 N N Y1 Y1 N N U1 ,l1 N 7 a a a a a a ♦ v a a v a a O n n n n M n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n DRAVANG NUMBER i(1 N Vl Y1 Y1 ,0 .0 W) N N N N N N N u'l u'1 N n N N N n N N N n N Y) in N N N N U1 N h N N N N N N 'n h N N i(1 N N ill N 87+50 88+00 88+50 89+00 89+50 90+00 90+50 91+00 91+50 92+00 92+50 93+00 93+50 94+00 94+50 95+00 95+50 96+00 96+50 97+00 97+50 98+00 98+50 99+00 99+50 100+00 100+50 101+00 101+50 102+00 �l�l NOTE: AERIAL OTO IS SHOWN FOR GENERAL VISUAL REFERENCE..P i _ •,Lp TYPE "T" STA 81+36 - 81+56 (AB.) mo�u SOME DISTORTIONI IS ALWAYS PRESENT W/ AERIAL PHOTOS. 9. im�3 - INSTALL PDI-T & RIBBON ANODE D.I.P. TEST STATIONS. STA 71+00 TO STA 86+70 �lzwrci SEE DETAILS 13976 & 13994 N SECTION 13900 OF PROJECT MANUAL. ~ 0:) b8 RECON TRUCT GRAVEL ROAD rc-za 1 NOTE: INSTALL ABOVE GROUND TEST STATIONS IN PR TECTED LOCATION OUTSIDE OF ROADWAY 2 Su w W 18 UNDERGROUND r N TELEPHONE CROSSING c'33N... In HYALITE PROPOSED WATER MAIN N � Boa TRANSMISSION MAIN e 11 u UNDERGROUND � C/] � sQ _ GAS CROSSINGS a U Z, + V q c, o P _ S9 Uzi x -- _------ - - - - - •- '1 - - _ _ HODCEYAN CANYON DRIVE 12" CMP CULVERT INSTALL 90' BEND UNDERGROUND ,►• _ .- u _ - -' —-_ -_-• _ CROSSING 0 T __ _ - _ _ _ - - _ ♦ w ELECTRIC CROSSING n u a 0 + -At.- Lnn UNDERGROUND a m ELECTRIC CROSSING n W - t- 24" CMP CULVERT �\_UNDERGROUND GAS/TELEPHONE/ p N m CROSSING ELECTRIC CROSSINGS STA CA ON( 00 99 COMMUNUN CAT IION CONTROL u�i zo CABLE JUNCTION SPLICE BOX - __ FXIS11NC PIPELINE EASEMENT I ♦ UNDERGROUND GAS CROSSING a 30' CENTERED ABOUT EXISTING PIPE I ~ D m �^ APPROXIMATE LOCATION OF {�' 12" CMP CULVERT EXISTING 21" RCP WATER MAIN. STA 71+00 TO STA 86+70 I INSTALL COMBINATION AIR VALVE CROSSING 0 RECONSTRUCT GRAVEL ROAD q ALTERNATE LOCATION, CL MANHOLE - \ SEE DETAIL ¢ kw RIGHT, SEE DETAILzz l8 o m \ i \ W W-17 a w&5 w N� wNNd N \ \ n ERGROUND GAS CROSSING o' 5IIE \ ? LI' b9 STA 86+70 TO STA 87+90 RECONSTRUCT ASPHALT40 ROAD SEE DETAIL� 1Vp• y� �_. a = Dh O W W 18 T IX%r;hIAN CANy0N - SCALE I0 HORIZ: 1" = 50' vv VERT: 1" = 5' e R r 11x17 HORIZ: 1" = 100' ` =� 1 1 x 17 VERT: 1" = 10' _ IL S HYALITE TRANSMISSION MAIN RECORD DRAWING s39s a3 sass TYPE 1 PIPE BEDDING SEE GENERAL NOTES/SPECS FOR DETAILS ON m m _ TRENCH BACKFILL MATERIAL ; Y EXISTING aq 5390 )l - GROUND GRADE PIPE AS SHOWN TO ACHIEVE HIGH/LOW SPOTS Q �~ 7 a 5385 6.5' MIN. COVER REO'D \ 1 n If 5 0 \ \ N \ N 5380 V 5380 -J Z \ _ : a ., o 5375 \ v - MQVE 5375 of N \ rC L'J V) a ( [1- ELECTRIC(A.B.) t V1 =- Q C) 0 5370 ` f INSTALL INSULATION 5370 Z F- CX i m m O PER DETAIL ® Q w cl y i O N < a is - W-17 LLLJ Q 2 , w m i .. m m m o IV = a m r ^, m a a 5365 o a i .a d _ a ¢ a Z> 536`t O m a 2m p 0 p - 5e i-, F o - F F F o Dir 2a a r n 5Q� 5R� INSTALL INSULATION li m 0 = i 7 o PER DETAIL m O 11 m O O C O 5360 w W' 7 E r: F 53i w Y STA. 82+02 < $ N Z n FITTING DESCRIPTION FOR ALL HORIZONTAL BENDS INCLUDES THE DESIGNED HORIZONTAL ANGULAR DIMENSION IN PARENTHESES. �= r NOTE. eo z eo o m c� VI a CONTRACTOR TO FIELD ADJUST AS NECESSARY BASED ON FIELD VERIFIED LOCATION OF EXISTING WATERLINE AND/OR CIRCUMSTANCES ENCOUNTERED DURING CONSTRUCTION. INSTALL 90'BEND� a ¢ ¢ a - M �' h STATION 73+00 TO STATION 87+50 •✓~� w y of 5355 INSTALL 1450 LF OF 24" CLASS 200 D.I.; AWWA C151 5 PRaecT No U4 v O4O 0 d p SHE NUMBER d O l0 N m m Ol N lD O 111 6 M ill O N d N h M m n m 0 16 j N M d n Ol N M n O n 0 M Rl n O M m N N n N n N m N N m N d O n <p b N N d d M M N N O O Ot Ol m h m w d M N O I m m n 10 ill d M M N O O N N N N N 17 M d d N N I Ml I I n m 29 am rn rn m rn rn rn rn rn m rn rn rn m m m m m m m m m n m n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n O M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M `.)RAINING NUMBER 73+00 73+50 74+00 74+50 75+00 75+50 76+00 76+50 77+00 77+50 78+00 78+50 79+00 79+50 80+00 80+50 81+00 81+50 82+00 82+50 83+00 83+50 84+00 84+50 BS+00 BS+50 86+00 86+50 87+00 87+5i: W-6 w3p mo NOTE: AERIAL PHOTO IS SHOWN FOR GENERAL VISUAL REFERENCE.. ANODE SPLICE (A.B.) J1J 18" CMP CULVERT 'ami3 0 ERHEAD ELECTRIC SOME DISTORTION IS ALWAYS PRESENT W/ AERIAL PHOTOS. 0 CROSSING CROSSING �nz� INST LL 45' BEND_ �Q'lt'���E� SCALE INSTALL LOCATIOI DELINEATOR mU HORIZ: 1" = 50' - - °r 5�Eo o �� o NEZ PERCE DRIVE VERT: 1" = 5' O6 "a33%y�'y 1 1 INSTALL 45' BEND 1 1 x 17 VERT: 1" 10'HORIZ: 1" = 1 DO' 0 INSTALL LOCATION DELINEATOR �y 0 O x1 = 2 Boa w / 114 00 � REMOVE/REPLACE EXISTING / FENCE AS NECESSARY REMOVE/REPLACE e �_ 1 EXISTING SIGN . -� it EXISTING POWER POLE 0 UNDERGROUND TELEPHONE CROSSINGS EXISTING I r � 18" CMP CULVERT J 0 i o 0 ASPHAIT/GR4VEt DRIVEWAY CROSSING _ ASPHALT DRAY CROSSING / SEE DETAILS R (A.B.) u SEE DETAIL W-18 PROPOSED WATER MAIN PV��B Ul J EXISTING z tytt` 7 18" CMP CULVERT O 24" RCP CULVERT SoO�'S S1A 107+00 � z= m CROSSING INSTALL LOCATION DEIINEATOR 0 EXISTING PIPELINE EASEMENT 30' CENTERED ABOUT EXISTING PIPE �` WETLAND BOUNDARY (typ.) 0 w p o o v it APPROXIMATE LOCATION OF EXISTING STA 119+7 w ao 21" RCP WATER MAIN. a--(LB.)— INSTALL PDI-M (W/2 COUPONS & PROBES) & RIBBON �S ANODE D.I.P. TEST STATIONS. "g SEE DETAILS 13971, 13973 & 13994 IN SECTION 13900 `S OF PROJECT MANUAL. O A6 - I LOCATION OUTSIDE: INSTALL R OF GROUND TEST ROADWAY. FI USH STATIONS MOUNT (A.B.) HYALITE TRANSMISSION MAIN RECORD DRAWING o Ni TYPE 1 PIPE BEDDING 5345 5330 SEE GENERAL NOTES/SPECS FOR DETAILS ON3� N EXISTING TRENCH BACKFILL MATERIAL m o GROUND u 5340 GRADE PIPE AS SHOWN TO ACHIEVE HIGH/LOW SPOTS 5340 5325 g \ 5325 4 24" RCP (A.B.) \ Q 5335 - 5335 5320 \ 5320 O n INSTALL INSULATION - r \ PER DETAIL 0 4 N n W-17 n 5330 5330 5315 531 Z \ _ ` Ll < z 0 GAS (A.B.)- Q ` _ 5325 ` -5325 5310 0IRRIGATION PIPE 53 ,,,, LY N F STEEL 12" (A.B.) LJJ N 3 m S Q N 0 5320 w _ 5320 5305 v N o ^�+ w SSO', Z O vl ii it � d Q aO- N z r F F F-I 0 O -1 z L-JINSTALL INSULATION ,n a- a < m PER DETAIL a 5315 o c c $ 5315 5300 a _ d o a W-17 SS01) m ¢ ? ¢ a a li ail II �n < < S NOTE: FITTING DESCRIPTION FOR ALL BENDS INCLUDES THE ACTUAL CALCULATED ANGULAR DIMENSION IN PARENTHESES. i r O Z m CONTRACTOR TO FIELD ADJUST AS NECESSARY BASED ON FIELD VERIFIED LOCATION OF EXISTING WATERLINE AND/OR CIRCUMSTANCES ENCOUNTERED DURING CONSTRUCTION. v~¢i F < 5310 Z 5310 5295 $ 5Q2 z_ T 529 W a a ¢ a a ¢ m L' v __. _ STATION 102+00 TO STATION 116+00 N H .�„ n INSTALL 1400 LF OF 24" CLASS 200 D.I.; AWWA C151 PROJIECT NC a 5305 5305 5290 579. oa zoaG O SHEET NUMBER 0 0 m n Ol Ul OI d Ol N �- O d ill N � n O d O, c, N N � O d V1 n d lO pp n N N 10 � N O N N m N N d O n n IV N N N O 6pp a0 n n u) Ul 6d d d n N O Ol m m n Ip 16 �!] ill d N pl p, �p Ip d d n n N N }1 v d d d d d d d d d d d d d d d d d n n n n n n n n n n n M n n n n N N N N N N N N N N N N N NO n n n n n n n n n n n n n n n n n n n n n n n, n n n n n n n n n n n n n n n n n n n n n n n n n M n n rl ; n n n n DRAWING NUMBER 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00 108+50 109+00 109+50 110+00 110+50 111+00 111+50 112+00 112+00 112+50 113+00 113+50 114+00 114+50 115+00 115+50 116+00 W-8 3 m0� UNDERGROUND GAS/TELEPHONE/ 13 0 NOTES: ��ELECTRIC CROSSINGS w 1. CONTRACTOR TO CONTACT NEARBY LANDOWNER PRIOR TO CONSTRUCTION SO SAID LANDOWNER HAS THE OPPORTUNITY SCALE TO RELOCATE TREES OUTSIDE OF R.O.W. �0 l.l��§ 1 5 V' `�� PARALLEL 15" CMP CULVERT ' �o�o HOLLY F. GRAFF HORIZ: 1" = 50' lXP�G SN��'( REMOVE/REPLACE AS NECESSARY has 7830 NEZ PERCE DRIVE VERT: 1" = 5' i SEE BOZEMAN, MT 59715-8376 �GRAVEL DRIVEWAY CROSSING 3y)l 1 1 x 17 HORIZ: 1" = 1 00' SEE DETAIL 20' WIDE (A.B.) 2. STA 119+76.39 - STA 123+89.59 = PARALLEL PHONE, POWER, GAS 11x17 VERT: 1" - 10' W-18 CONTRACTOR TO DEFLECT PIPE AROUND THE 270' RADIUS PRESERVE AS NECESSARY — _ _ — - USING PIPE WITH 5' ALLOWABLE JOINT DEFLECTION. 1 12 r sQ N o N Qy y 00 PROPOSED WATER MAIN UNDERGROUND GAS/TELEPHONE/ STA 123+70 PARALLEL 18" CMP CULVERT INSTALL LOCATION DELINEATOR I ELECTRIC CROSSINGS REMOVE/REPLACE AS NECESSARY - 124 40 P GRAVEL DRIVEWAY CROSSING REMOVE/REINSTALL MAILBOX SEE DETAIL 23' WIDE (A.B.) W_ R 1� * 128, STA 120+66 (A.B.) { 7 6+04120186 INSTALL PDI-T & RIBBON ANODE D.LP. TEST STATIONS. t�� G PARALLEL 15" CMP CULVERT SEE DETAILS 13976 & 13994 IN SECTION 13900 OF PROJECT MANUAL. y�'(� REMOVE/REPLACE AS NECESSARY 5 N v, NOTE: INSTALL ABOVE GROUND TEST STATIONS IN PROTECTED LOCATION 1 q m o OUTSIDE OF ROADWAY. GRAVEL DRIVEWAY CROSSING 7 m FLUSH MOUNT (A.B.) 5� x Z _ SEE DETAIL 21' WIDE (A.B.) STA 120+86 (A.B.) l� / REMOVE/REINSTALL MAILBOX c GRAVEL DRIVEWAY CROSSING DELINEATOR Q P �2 / PARALLEL 6" STEEL CULVERT INSTALL LOCATION 12 00 o REMOVE REPLACE AS NECESSARY SEE DETAIL zw";'. v � / 40' WIDE (A.B.) i��i °i f' GRAVEL DRIVEWAY CROSSING W-18 PARALLEL 12" CMP CULVERT `z z� SEE DETAIL REMOVE/REPLACE AS NECESSARY w 27' WIDE (A.B.) UNDERGROUND g NEZ PERCE DRIVE' I ai � TELEPHONE CROSSING REMOVE/REINSTALL MAILBOX Ao EXISTING It$ ¥ TELEPHONE PEDESTAL w Q4 - _ - PARALLEL 12" CMP CULVERT 0 REMOVE/REPLACE AS NECESSARY SEE NOTE 1 ABOVE o CONCERNING TREES GRAVEL DRIVEWAY CROSSING yI. SEE DETAIL SF� Ely W218 27' WIDE (A.B.) �1�1 F ., S Ci " yF�yF` REMOVE/REPLACE EXISTING REMOVE/REINSTALL MAILBOX y - FENCE AS NECESSARY O� A. NOTE: AERIAL PHOTO IS SHOWN FOR GENERAL VISUAL REFERENCE.. n� E SOME DISTORTION IS ALWAYS PRESENT W/ AERIAL PHOTOS. l I tS I�- HYALITE TRANSMISSION MAIN RECORD DRAWING a TYPE 1 PIPE BEDDING 5315 5300 SEE GENERAL NOTES/SPECS FOR DETAILS ON m a — — — TRENCH BACKFILL MATERIAL w — — — _ _ EXISTING 5310 1 � � — \ �GROUND 5310 5295 GRADE PIPE AS SHOWN TO ACHIEVE HIGH/LOW SPOTS Q Z 6.5' MIN. COVER REO'D V�- \ < Z 5305 +II � 5305 5290 o TELEPHONE (A.B.)0 \ ` \ (a.� IN TRENCH WEST E 5300 r SIDE 25 1-1 (A.B.) N J 5300 5285 528`; a Z � z � ao U) z f + _ o a � M 5295 ` ` 5295 528CI - - x2 IN 5280 V7 a a \ 3/4" GAS (A.EI N 3 ELECTRIC BUNDLE (A.B.)0 \ x2TlUTJ(A.B.) < Q '^ � >a> z GAS 3/4-(A.B.) BUNDLE > Q o TELEPHONE (A.B.)0 OF 3 (A.B.) w ,'o a m m ai I -'-F^ Z �- to u 5290 < ¢ a m 0 5280 5275 5275 O ' r Q O Z 11 i' Ij C CI m C W Q d a 5285 - - 5285 5270 a 52/o m V) = T 9 o r y j - < - O O O Z In �.i - r R- 1rQ Q 5280 N ~ 5280 5265 x T 526`, w z NOTE: FITTING DESCRIPTION FOR ALL HORIZONTAL BENDS INCLUDES THE DESIGNED HORIZONTAL ANGULAR DIMENSION IN PARENTHESES. + H N Illi CONTRACTOR TO FIELD ADJUST AS NECESSARY BASED ON FIELD VERIFIED LOCATION OF EXISTING WATERLINE AND/OR CIRCUMSTANCES ENCOUNTERED DURING CONSTRUCTION. A = - p STATION 116+00 TO STATION 130+00 �+ „l INSTALL 1400 LF OF 24" CLASS 200 D.I.; AWWA C151 PROJECT ND. 0 I 5275 5275 5260 526:1 oa n.Dt 0 a NUMBER 0 SHEETm m n n O rn M) Y M O n N M N n n 10 M < a m n O O N N m 0 rn O N N n N a O rn M M 0 m M N 32 O O rn m n N < M M M M M M M M M M M M M M M rn 0 rn rn rn rn rn m m m m m lm0 m am rn m m m m O m 0 0 0 0 0 0 0 0 0 rnP, V n M N N N N rn DRAWING NUMBER 0 'n m m m N N N N N N N N i(I N ill N N N iA N ,(1 N n N N N N if1 N N N 'n N N N m N N i!1 ill N N ill 116+00 116+50 117+00 117+50 118+00 118+50 119+00 119+50 120+00 120+50 121+00 121+50 122+00 122+50 123+00 123+50 124+00 124+50 125+00 125+50 126+00 126+00 126+50 127+00 127+50 128+00 128+50 129+00 129+50 130+00 m0 SCALEC Syq/C+ i � uliwo �u r � HORIZ: 1" = 50' 2 Sy 4�F aWw= s VERT: 1" = 5' �v o UNDERGROUND GAS/TELEPHONE/ Trc�� 1107 HORIZ: 1" = 100' ELECTRIC/CABLE T.V. CROSSINGS � 1107 VERT: 1" = 10' UNDERGROUND GAS CROSSING- _� '-; �� «2% C - psi z z REMOVE/REINSTALL INSTALLED { FOR\UNDIRG MAILBOX N D GAS/ELECTRIC/ 'o - o' 24" CMP CULVERT x 3 HONE CROSSINGS UNDERGROUND GAS CROSSING REMOVE/ EINSTALI 11 CROSSING o w HYALITE MNLBDX otj _ EXISTING PHONE PEDESTAL TRANSMISSION MAINII AND ELECTRIC TRANSFORMER EXISTING ----- y -' --1 18" CMP - �IPROPOSED WATER MAIN /'� o BRISTOL LANE 0 STA. 141+50 - 141+90 (A.B. o _ i s 7 m ANODE 131 - o o _o f—- o _ - o \ INSTALL PDI-T & RIBBON SPLICE, INSTALL 45' BEND - o 0 STA. 133+20 (A.B.) ANODE D.I.P. TEST STATIONS. (A.B.) COMMUNICATION CONTROL INSTALL LOCATION DELINEATOR SEE DETAILS 13976 & 13994 IN S CTION 139DO 'yql CABLE JUNCTION SPLICE BOX REMOVE/REPLACE OF PROJECT MANUAL. INSTALL ABOVE GROUND TEST STATIONS IN PROTECTED F cS INSTALL 45' BEND FENCE AS NECESSARY LOCATION OUTSIDE OF ROADWAY SyF li,� INSTALL LOCATION DELINEATOR PARALLEL 15" CMP CULVERT FLUSH MOUNT (A.B.) \ =W z - F?� INSTALLED LOCATION DELINEATOR (A.B.) U N d Z REMOVE/REPLACE AS NECESSARY J EXISTING PHONE PEDESTAL AND PARALLEL 24" CMP CULVERT w �g ELECTRIC TRANSFORMER REMOVE/REPLACE AS NECESSARY GRAVEL DRIVEWAY CR SING 5 e SEE DETAIL PARALLEL 15" CMP CULVERT ASPHALT ROADWAY CROSSING 13 00 18- WIDE (A.B.) W/ROCK RIP-RAP SEE DETAIL � v � 18 REMOVE/REPLACE AS NECESSARY 39- WIDE (A.B.) W_18 Z fl GRAVENEWAY CROSSING STA. 130+67 - 130+87 (A.B.) SEE DETAIL 9FA-139+86 16' WIDE (A.B.) W ~~(Z S $p INSTALL PDI-T & RIBBON ANODE D.I.P. TEST STATIONS. W-18 SEE DETAILS 13976 & 13994 IN SECTION 13900 OF PROJECT MANUAL. w �^ NOTE: INSTALL ABOVE GROUND TEST STATIONS IN PROTECTED LOCATION '~ . FLUSH OF ROADWAY. RECORD DRAWING O FLUSH MOUNT (A.B.) 12 00 - -- — NOTE: AERIAL PHOTO IS SHOWN FOR GENERAL VISUAL REFERENCE.. SOME DISTORTION IS ALWAYS PRESENT W/ AERIAL PHOTOS. _ HYALITE TRANSMISSION MAIN d 531`' -- TYPE 1 PIPE BEDDING 530: — _ SEE GENERAL NOTES SPECS FOR DETAILS ON p — TRENCH BA KFILL MATERIAL m `0 0 5310 .ei o 5295 3/4 (A.B.) -- - - -. �L 1 GRADE PIPE AS SHOWN TO ACHIEVE HIGH/LOW SPOTS a Z — - a 5305 a z - REMOVE/REPLACE CMP 5290 O n Q n m ..1 I GAS N Q N K X N-RENCH +O N 5300 m:n m 2-3/4" (A.B-� IN COh DUST FOR 267�(A.B.) 1 \ 5285 J Z d o 2-3 IN. (A.B.) - CL Q a r — EXISTING :F Z N vt" 1 GROUND N :z + v z d f O 5295 — — ., sil 5280 W H � > 3 z `i / — Q V) > I 3" (A.B.) .I, z2 (A.B.) w + cal 5290 m q o m 5275 ~ N n w I 2 $ � ~ O r Irn C7 .. ry n �i N _ J lY ✓i asp a R m al C1 n it ii m LJ Q d a 5285 zo .R f 5270o 0. 0 r + o m r J j n a - c � O O � �= 0 O O Z < ` < F- Q 5280 _ 52 z .Y i NOTE: FITTING DESCRIPTION FOR ALL HORIZONTAL BENDS INCLUDES THE DESIGNED HORIZONTAL ANGULAR DIMENSION IN PARENTHESES. _ N i 5265 w o N = � ^_ _CONTRACTOR TO FIELD ADJUST AS NECESSARY BASED ON FIELD VERIFIED LOCATION OF EXISTING WATERLINE AND/OR CIRCUMSTANCES ENCOUNTERED DURING CONSTRUCTION. O a R a < < < < m a w N in H STATION 130+00 TO STATION 144+50 ✓; oINSTALL 1450 LF OF 24" CLASS 200 D.I.; AWWA C151 RROJECT N0. 5275 5260 a - 0417.040 0 SHEE1 NUMBER u0 a0 N Ol O d 1� ifl n Oi Gp O m O' O G0 w r r O' O 00 !h 00 h tp �D N N N d d n n n n n N N 33 1� r r r n r r r t` r r r r n f` r r r n r ID �O b r Ip �O t0 tD t0 t0 t0 t0 t0 t0 �O �O 10 ,p 0 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N DRAWING NUMBER Ul N N N N N N N i!] � ifl N N �!] i!1 N N N N N N N N N N N N Yl � ill ill ill � N N N N i(1 � i(] N N N ifl N ill ill h N N N N N N N N ill ill � 130+00 130+50 131+00 131+50 132+00 132+50 133+00 133+50 134+00 134+50 135+00 135+50 136+00 136+50 137+00 137+50 138+00 138+50 139+00 139+50 140+00 140+50 141+00 141+50 142+00 142+50 143+00 143+50 144+00 144+50 w— 10 mo - wsi 7mz; WSJ K YD oz INSTALL 24" TEE W/INSPECTION ¢ o4 �p MANHOLE, SEE DETAIL PARALLEL 18" MP CULVERT awwz S REMOVE/REPLACE A3 NECESSARY PARALLEL 15" HOPE rc� r-CULVERT REMOVE/REPLACE I AS NECESSARY STA 150+40 (A.B.) INSTALL LOCATION DELINEATOR S+A 156 1-4 AT INSPECTION MANHOLE a33Nj'h� INSTALL PDI-T & RIBBON ASPHALT ROADWAY ROSSING zo oyv),,4 ANODE D.I.P. TEST STATIONS. SEE DETAIL GRAVEL DRIVEWAY CROSSING a SEE DETAIL SEE DETAILS 13976 & 13994 IN SECTION 13900 PARALLEL 12" CMP CULVERTS UNDERGROUND ELECTRIC/TELEPHONE/ 33' WIDE (A.B.) W 118 OF PROJECT MANUAL. REMOVE/REPLACE AS NECESSARY GAS/CABLE T.V. CROSSINGS aim e�z; 22' WIDE (A.B.) NOTE: INSTALL ABOVE GROUND TEST STATI NS IN PROTECTED LOCATION OUTSIDE OF ROADWAY - SURFACE FLUSH MOUNT, A.B. UNDERGROUND GAS CROSSING INSTA�LED LOCATION DELINEATOR (A.B.30 `-- REMOVE/REINSTALL ASPHALT DRIVEWAY CROSSING ' a UNDERGROUND MAILBOX SEE LETAI >< INSTALL BLOWOFF VALVE TO / I \ RIGHT, SEE DETAIL GAS CRO�SING 16' WiDE (A. .) R o 0 2 W-18 REMOVE/REINSTALL W-17 PARALLEL 18" CMP CULVERT PROPOSED WATER MAIN HYALITE'' N MAILBOX of, REMOVE/REPLACE AS NECESSARY TRA ISSION MAIN INSTALL SHUTOFF VALVE INSTALL LOCATION DELINEATORzi _ TELEPHONE/UTILITY o f PEDESTAL BRISTOL LANE a w 5 „ w =FLECTRIC/ 2 WIDE ASP ALT D IVEWAY CR 17' WIDE /REMOVE REINSTALLNDERGROUND ELECTRIC/ ASPHALT MAILBOXTELEPHONE CROSSINGS DRIVEWAY CROSSING + w JzNNa o 'a GAS CROSSINGS / m o cl ANDDEI SPLICE (A.B) UTILITY PEDESTALS BOXES m coN 2 ^ UNDERGROUND N Or� g U I GAS CROSSING REMOVE/REINSTALL 'lrT MAILBOX pp + ASPHALT ROADWAY CROSSING _- w SEE DETAIL ASPHALT DRIVEWAY CROSSINGS PARALLEL 12" CMP CULVERT W y`` 30' WIDE (A.B.) 1 SEE DETAIL REMOVE/R�PLACE AS NECESSARY W-18 UNDERGROUND ELECTRIC W 18 3 w E.-XISTING ELECTRIC TRANSFORMER CROSSING MOVED TO STA 150+4 (A.B.) ��24' SCALE v¢ HORIZ: = 50' S RECORD DRA_ W N VERT: ," = 5' 11X17 HORIZ 1" = 100' NOTE: AERIAL PHOTO IS SHOWN FOR GENERAL VISUAL REFERENCE. 1 1 X17 VER 1" = 10' o SOME DISTORTION IS ALWAYS PRESENT W/ AERIAL PHOTOS. e s STATION 144+50 TO STATION 159+D0 _ -- - ----- m 'o m o INSTALL 1450 LF OF 24" CLASS 200 D.I.; AWWA C151 3 o — 5275 1J5 HYALITE TRANSMISSION MAIN -� TYPE 1 PIPE BEDDING SEE GENERAL NOTES/SPECS FOR DETAILS ON — — — — I 3" (Ae.) Z 5270 TRENCH BACKFILL MATERIAL _ F 1� _ svn o f � 6.5' MIN. COVER REO'D � �i" GAS (A.B.)O o GRADE PIPE AS SHOWN TO ACHIEVE HIGH/LOW SPOTS — — � l'�'i" (A.B.) NO GAS LINE (A.B.) J J EXISTING 2-CABLES (jE1EP'�10NE) A.B. - MOVED 5265 Z 5265 GROUND 2�LeTRIC CABLES A.B. DL-o�.Ir)NF ( ) (A.B.) STA 155+80 a o ELF-.T 1_T 2-CABLES ABANDONEDZ a + wN 5260 i 1 / Q '^ w t`� map Q Z a TELEPHONE OFIBEROPTIC x z �w + w f F- Vl 'a m m 3i (A.B.) - 5` Z O c) 5255 f v�'� Q O o N a r 1 r m cq m a w m N = a n� � - - - - - < ? a oz < z O m 5250 o F m' n < a p Z 1Yi (A.B.) F Q p it Q m ` a °: + o O j 5245 w O QQ c� 5245 H r O ' w O ml En o z STA. 145+75 A.B. STA. 145+83 (A.B.) e � ( ) �T*�Hi5tB1 a Q NOTE: FITTING DESCRIPTION FOR ALL HORIZONTAL BENDS INCLUDES THE DESIGNED HORIZONTAL ANGULAR DIMENSION IN PARENTHESES. < Ln� o } INS ALL SHUTO F VALVE v~, CONTRACTOR TO FIELD ADJUST AS NECESSARY BASED ON FIELD VERIFIED LOCATION OF EXISTING WATERLINE AND/OR CIRCUMSTANCES ENCOUNTERED DURING CONSTRUCTION. w ROaz0400 1 5240 INSTALL SLOWOFF 5240 SHEET NUMBER cs!0 _^ mN bN <N N Ml N N N < � b u1 34 o b O O p N O N N N N m N Ni ul b r r b b W O O O n � � M � � DRAWING NUMBER O b V7 N b N b ilJ b N ill N N b N N b if/ Jl N ill N N b b N b N N i(l N N b N N N N b N N b b N b N N _ W- 1 1 144+50 145+00 145+50 146+00 146+50 147+00 147+50 148+00 148+50 149+00 149+50 150+00 150+50 151+00 151+50 152+00 152+50 153+00 153+50 154+00 154+50 155+00 155+50 156+00 156+50 157+00 157+50 158+00 158+50 1594 ['. moo 1 PARALLEL 15" CMP CULVERT ! 1 INSTALLED LOCATION I - REMOVE/REPLACE AS NECESSARY I a _i?a _INC7AI I EO NEW CULVERT_(AB.) 1 00 DELINEATOR (A.B.) i -io J K awW� ou V > Njy0 Z< 4 tOQO _ ASPHALT DRIVEWAY CROSSING REMOVE/REINSTALL STA 161+88 - 162+08 (A.B.) SEE DETAIL MAILBOX 0 rS{A-46i 00 dh 20' WIDE (A.B.) 1 I I - O - INSTALL POI-T & RIBBON W-18 - ^r ANODE D.I. . TEST STATIONS. - I UNDERGROUND WATER SEE DETAILS 13976 & 13994 1 SECTION 13900 PIPE CROSSING 15" CMP. (A.B.) Fin =2 z0 W OF ROJECT MANUAL. NOTE: INSTALL ABOVE GROUND TEST STATIO S IN PROTECTED 1 DO_ I _ zYm „ZJ LOCATION OUT$IDE OF ROADWAY `i z p"�- UNDERGROUND TELEPHONE \/ CROSSING - _ O -0 30" CMP CULVERT CROSSING EXISTING TELEPHONE - - PEDESTAL� I W � - - �- I '�'7 m ti UNDERGROUND 1 00 I( TELEPHONE/ GAS CROSSINGS qI 4 REMOVE/REPLACE FENCE C .REMOVE FIE CE. REINSTALL/REPLACE AT CROSSING 172 00 I a AS NECESSARY �-• I 2 INSTALL LO AT10N DEtINEATOR-'AT-FENEE _ - C ! < UNDERGROUND GAS CROSSING (A.B.) m m 0 - -COUNTY ROAD I. i UNDERGROUND WATER CROSSING -ice t STA. 161+88 (A.B.) 18" CMP CULVER CROSSING UNDERGROUND TELEPHONE CROSSING 15" CMP. (A.B.) COMMUNICATION CONTROL ' w N Q W CABLE JUNCTION SPLICE BOX /�AND PARALLEL 1�" CMP - W g REMOVE/REPLACE AS NECESSARY 1 1' y ASPHALT ROADWAY CROSSING_ .J��a � UNDERGROUND lb SEE DETAIL ^ --- GAS CROSSINGS S 42' (A.B.) W-18 ¢o �� g ANODE -- € a SPLICE, - --- _ e E y BRISTOL LANE / { - F _REMOVE/REPLACE FENCE �-+ F� PROPOSED WATER MAIN ?, AS NECESSARY Q w g J ASPHALT ROADWAY CROSSING - 1b SEE DETAIL I 36 WIDE (A.B.) v �� �- � t N W_18 STA 169+06 - 168+6 06 I o INSTALL PDI-T & RIBBON 170 00 3•UNDERGROUND `- ANODE D.I.P. TEST STATIONS. GAS CROSSING SEE DETAILS 13976 & 13994 IN SECTION 13900 Q �q EXISTING TELEPHONE REMOVE/REPLACE FENCE ,I % INSTALL 90' BEND OF PROJECT MANUAL. A I C 14 PEDESTAL AS NECESSARY INSTALL LOCATION DLLINLAIOP N T INSTALL ABOVE GROUND TEST STATIONS IN SCALE - PROTECTED LOCATION OUTSIDE OF ROADWAY HORIZ: 1" = 50' g£ INSTALL COMBINATION AIR VALVE STANDARD CHANGED TO FLUSH MOUNT STATIONS (A.B.) / $ LOCATION RIGHT, SEE DETAIL !// VERT: 1" = 5' W_17 UNDERGROUND GAS NOTE: RIAL PHOTO IS SHOWN FOR GENERAL VISUAL REFERENCE.. T T O `= 7��� CROSSING ! 1 1 X17 HORIZ: 1 = 10' SOME STORTION IS ALWAYS PRESENT W/ AERIAL PHOTOS. iKWH W 1 ANODE 11X17 VERT: 1" = 10� 1 00 SPLICE d -t (A.B.) w � m f rc3 HYALITE TRANSMISSION MAIN o � a w o � �5280 5280 5265 TYPE 1 PIPE BEDDING 5265 m� SEE GENERAL NOTES/SPECS FOR DETAILS ON a '` .1 Jr TRENCH BACKFILL MATERIAL a — \ 8" WATER (A.H.)p y ` \ GRADE PIPE AS SHOWN TO ACHE HIGH/LOW,'SPOTS Z 5275 J _ _ _ - :I.I - 3" GAS (A.B.) 1 1 ( ) \ _5275 5260 \ I -,I - -- -- --- I p3" GAS A B \\ � 126 - •{ �I v``�.^ 0 T&SIRtiiONE (A.B.) EXISTING J 0 1 la/W (A.B.) \ `GROUND N 5270 \ 5270 5255 \ \ 5255 � Z_ \ \ \ a z \ Ln z f + s \ O v 5265 INSTALL INSULATION n O� n ~ \ 5265 5250 \ \ - 5?50 Of N w d a LJ PER DETAIL ® z> a m \ \ \ ~ N 3 _ W-17 ^. _ mg _m._ 0 \ WATER (A.B.)0 O'3AS (A.B.) o w ANODE SPLICE (A.B,> ac m ciF o` m� x2 (A.B.) - •- ao 0 WATER (A.B.) ` N v°ii 5260 5260 5245 O - 0 ry ° r H rn Q w D_ N W li I, II J li - F c O Z - ^ L J yl O O O O In O LJ Q 11 _ m LEI } a - z d O x 5255 + + 5255 5240 ao 5240 m ti < r < < In Z m NOTE: FITTING DESCRIPTION FOR ALL HORIZONTAL BENDS INCLUDES THE DESIGNED HORIZONTAL ANGULAR DIMENSION IN PARENTHESES, 7Q C O Q 5250 CONTRACTOR TO FIELD ADJUST AS NECESSARY BASED ON FIELD VERIFIED LOCATION OF EXISTING WATERLINE AND/OR CIRCUMSTANCES ENCOUNTERED DURING CONSTRUCTION. T' 5250 5235 Y SS 4 w 0 U X v < Q m ra/i w STATION 159+00 TO STATION 173+00 - v. O INSTALL 1400 LF OF 24" CLASS 200 D.I.; AWWA C151 PROJECT NU. o' 5245 5245 5230 0117.040 d O SHEET NUMBER / m O N N m N m N r7 m ID O N m d m 1� Ol m O - m N rl r7 M n m 10 O m N u? d N N O d Ol n n 10 17 m8 T Ol n m Ill N II7 N 10 10 n n m 16 16 n n n m m m m m m n n 1p m < Yl N O O n 10 0 d e7 N N Ol m O IA d 17 N O O O O m n 10 m d Ml 35 < n n n n n n n n n n n n n n n n n n n n n n n n n n n 10 1p m 10 m m m m 1p IA N m N N m N N N IC) m N Ill d d d d 0 d d N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N O DRAWING NUMBER m Ill In N m m m N In N N m m N m m N m m N m m IA N N m Ill N N N Ill Ill N N N m Ill Ill I() N N N N N N N N m N N In m N Ifl Ill N jn Ill m 159+00 159+50 160+00 160+50 161+00 161+50 162+00 162+50 163+00 163+50 164+00 164+50 165+00 165+50 166+00 166+50 167+00 167+50 168+00 168+00 168+50 169+00 169+50 170+00 170+50 171+00 171+50 172+00 172+50 173+00 1W— 1 2 win m0 �Z REMOVE FENCE REINSTALL/REPLACE 4 2Jo� AT CROSSING .Wmi Z�1 UNDERGROUND GAS 0 CROSSING INSTALL 22.5' BEND PROPOSED WATER MAIN INSTALL LOCATION DELINEATOR AT FENCE CROSSING 833/v INSTALL 90'.-BM �... u• o R / A vw� REMOVE FENCE. REINSTALL/REPLACE AT CROSSING zo N Z� ANODE SPLICE c�c� INSTALL LOCATION DELINEATOR AT FENCE CROSSING. h 'z _ RECONSTRUCT O - -� -� STA. 179+40 vUIQ,IT DITCH SECTION L (A.B.) 1V SEE DETAIL 3 JlF Y� oo f1aT 2' ANGULAR BEND s p - - - 20' CONSTRUCTION ANODE SPLICE L h- STA. 181+80 m o � PROPOSED PIPELINE EASEMENT S - .Ir n�i \ 30' CENTERED ABOUT PROPOSED PIPE o m Ish 7iN(�'PF p 5 0 7. STA 174+36 p WETLAND INSTALL PDI-T & RIBBON E3OUNDARY- ;i �`�� ANODE D.I.P. TEST STATIONS. ^ RECONSTRUCT DITCH SECTION 'm o (typ.) i SEE DETAILS 13976 & 13994 IN SECTION 13900 \ • oo _ SEE DETAIL /1 OF PROJECT MANUAL. L J 1 7 m W 18 NOTE: INSTALL ABOVE GROUND TEST STATIONS IN PROTECTED ! 172 00 I LOCATION OUTSIDE OF ROADWAY - ___ ` STA 184+90 (A.B.) J - _ COMMUNICATION CONTROL CABLE JUNCTION SPLICE BOX STA. 185+39 - STA. 184+97 (A.B.) STA 185+39 " - A INSTALL PDI-T & RIBBON ANODE D.I.P. TEST STATIONS. 1 SCALE SEE DETAILS 13976 & 13994 IN SECTION 13900 OF \ ` JC PROJECT MANUAL. I, HORIZ: 1^ = 5D' NOTE: INSTALL ABOVE GROUND TEST STATIONS TO THE WEST OF FENCE. \ o p�p Y STA 185+39 E �4 `_�` w 8 VERT: 1" = 5' CABLE SPLICE PSGN 110 7 HORIZ: 1" = 1 00' eox, (A.B.) Ms��sN 51 g, 1 1 X1 7 VERT: 1" = 1 0' CONT,R[tACTOR TO PRESERVE I SE SECTION 1,LT3SU RSNT GAbLATN)NOCKT COUNTY,NER MTT 0 AERIAL PHOTO IS SHOWN FOR GENERAL VISUAL REFERENCE.. \ SOME DISTORTION IS ALWAYS PRESENT W/ AERIAL PHOTOS. HYALITE TRANSMISSION MAIN RECORD DRAWING TYPE 1 PIPE BEDDING sz5o o3 SEE GENERAL NOTES/SPECS FOR DETAILS ON m m g < TRENCH BACKFILL MATERIAL P m P 5245 'J45 GRADE PIPE AS SHOWN TO ACHIEVE HIGH/LOW SPOTS n I / EXISTING a \ GROUND L V - - - - - — �� 5240 U 5240 — \ > _ 5235 J Z N 6.5' MIN. COVER REO'D Q 5235 - Cl Z_ u :mD Q �n (/7 Z :2 + O rm ---__ 5230 F- 5230 >>Q Q Z Q U > 7 Q O o w Nl r m mQ < +z 5225 Z ~ N 5225 i a a m Q a o w V) d� �� J 0t; vl z N ° i m� m IV >- Q a = 5220 Cn e I 5220 z 61 a z a a - < m w 22 5215 5215 z T NOTE: FITTING DESCRIPTION FOR ALL HORIZONTAL BENDS INCLUDES THE DESIGNED HORIZONTAL ANGULAR DIMENSION IN PARENTHESES. ? m w N F CONTRACTOR TO FIELD ADJUST AS NECESSARY BASED ON FIELD VERIFIED LOCATION OF EXISTING WATERLINE AND/OR CIRCUMSTANCES ENCOUNTERED DURING CONSTRUCTION. O < a m w r<- v, STATION 173+00 TO STATION 187+500 r PRaECT No. INSTALL 1450 LF OF 24" CLASS 200 D.L; AWWA C151 5210 n 0417.040 0 I 5210 SHEET NUMBER O M< d N N 36 M N 'O Of O O 10 of o m d � eaa ee a m o 0 0 0 0 ao n 0 a a DRAWING NUMBE H N N N N N N N N N N N N N N N N N N N N N N N N N O N N N N N il] N N N N N N N N N N i(1 N N i(1 ,fl i(t N N N N N ,(1 i(1 M N N N ifl N N N N ill N ill N N N N N N N N N W- 1 3 173+00 173+50 174+00 174+50 175+00 175+50 176+00 176+50 177+00 177+50 178+00 178+50 179+00 179+50 180+00 180+50 181+00 181+50 182+00 182+50 183+00 183+50 184+00 184+50 185+00 185+50 186+00 186+50 187+00 1 + 3 m0� lit Ho' �Q PROPOSED PIPELINE EASEMENT \ 30' CENTERED ABOUT PROPOSED PIPE n 20' CONSTRUCTION a„R. EASEMENT S fly I o _ IpN 0 SCALE o � HORIZ: 1" = 50' �g�, o VERT: 1 5' PROPOSED WATER MAIN " = 11x17 HORIZ: 1" = 100' 11x17 VERT: 1" = 10' � NOTE: AERIAL PHOTO IS SHOWN FOR GENERAL VISUAL REFERENCE.. RECORD T //�� T T SOME DISTORTION IS ALWAYS PRESENT W/ AERIAL PHOTOS. ■1 �J C O ■ ) ■ ■ DRAWING /� W 7 N G / . A g iR_fLl lftll■J■ iR�L,L�' 11 g'& HYALITE TRANSMISSION MAIN 5240 TYPE 1 PIPE BEDDING 5240 d ; SEE GENERAL NOTES/SPECS FOR DETAILS ON p3 TRENCH BACKFILL MATERIAL EXISTING _ o a n 0 5235_ _ � _ — — _ _ � _ _ _ _ _ �GROUND GRADE PIPE AS SHOWN TO ACHIEVE HIGH/LOW SPOTS 5235 Q Q 5230 Z 5230 O O o — N � 5225 D 5225 I Z _ ? Z 6.5' MIN. COVER REO'D 1 \ \ N Z : o 5220 - o \ 5220 Clf V) w 3 \ ~ V7 3 I 5215 _ _ < w No � � — � � � 5215 Z ~ � z Z - Q ~ O z n Z W J (L vl < a d rm m ac N 5210 z 0 a ,•m„ Q F ~ 5210 m a O O < ¢ ¢ p p Z m I r v� 5205 i NOTE; FITTING DESCRIPTION FOR ALL HORIZONTAL BENDS INCLUDES THE DESIGNED HORIZONTAL ANGULAR DIMENSION IN PARENTHESES. c Y 5205 N p N _ P CONTRACTOR TO FIELD ADJUST AS NECESSARY BASED ON FIELD VERIFIED LOCATION OF EXISTING WATERLINE AND/OR CIRCUMSTANCES ENCOUNTERED DURING CONSTRUCTION. �_ N O < w H N ¢ ¢ ¢ m STATION 187+50 TO STATION 202+00 h F/ U o INSTALL 1450 LF OF 24" CLASS 200 D.I.; AWWA C151 - 5200 PROJECT NO. d 5200 0417.040 O N 0 N N t0Nd 00 tp SHEET NU MBER N O 0 0 n n O pl pD 0 w N W) N m 0 h li 16 37 ry N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N (V N N N N N N N N N N N - DRAWING NUMBER N N N � N N N N N � N N N N N N N N VI N N N N N N N N N N � � N N ul N i(] �!] N u] N N ilJ � � N N N ✓1 � N N N S 187+50 188+00 188+50 189+00 189+50 190+00 190+50 191+00 191+50 192+00 192+50 193+00 193+50 194+00 194+50 195+00 195+50 196+00 196+50 197+00 197+50 198+00 198+50 199+00 199+50 200+00 200+50 201+00 201+50 202+00 W- 1 4 ¢IO - 2U a .Nz �Z O tt K NV�� OU TYPE "T" STA 202+76 - 203+17 (A-B.) o�� INSTALL^PDI-T & RIBBON ANODE D.I.P. TEST STATIONS. INSTALL COMBINATION AIR VALVE a SEE DETAILS 13976 & 13994 IN SECTION 13900 OF ALTERNATE LOCATION, CL MANHOLE r PROJECT MANUAL. 191T, RISER HEIGHT ABOVE _;� b33ti� I NOTE: INSTALL ABOVE GROUND TEST STATIONS IN LOCATIONS GROUND=2.0', SEE DETAIL SO AS TO NOT RESTRICT THE INTENDED USE OF THE LAND. W-17 .Wn N a: z, PRESERVE XISTING GRAVEL ROD 4i 3� STA. 203+ 0-219+00 20' CONSTRUCTION EASEMENT HYALITE TRANSMISSION MAIN to 1-f ANODE SPLICE STA. 209+10 (A.B.) - _ s o ------- �'------ --------------------- -- - ----------------- ---------- ------^a----------2----------- ----------�- n w ------------- O --0 - O O O O - O O O O O O n ------- __O -_ - --_- O _----_---O__ ___-4__-__---_- O -_______4_______-__2_________- A REMOVE/REPLACE IRRIGATION LINE INSTALL 11.25' BEND INSTALL LOCATION DELINEATOR - PROPOSED WATER MAIN PROPOSED PIPELINE EASEMENT 30' CENTERED ABOUT PROPOSED PIPE OVERHEAD ELECTRIC CROSSING U w � STA. 207+50 TYPE "T" (A.B.) ANODE TEST STA. 207+27 p SCALE PDI-T TEST STA. 207+50 - 207+70 ty O F3,]8 Y HORIZ: 1 = 50' INSTALL PDI-T & RIBBON ANODE D.I.P. TEST STATIONS. yg SEE DETAILS 13976 & 13994 IN SECTION 13900 OF VERT: 1" = OJECT MANUAL. 5' PR (yy Wo 1 1 x 17 HORIZ: 1" = 1 0 ' NOTE: INSTALL ABOVE GROUND TEST STATIONS IN LOCATIONS SO AS TO NOT RESTRICT THE INTENDED USE OF THE LAND. EXISTING PIPELINE EASEMENT 1107 VERT: 1" = 10' RECORD DRAWING 30' CENTERED ABOUT EXISTING PIPE /i i o NOTE: AERIAL PHOTO IS SHOWN FOR GENERAL VISUAL REFERENCE.. g6 SOME DISTORTION IS ALWAYS PRESENT W/ AERIAL PHOTOS. HYALITE TRANSMISSION MAIN d p3 ylao TYPE 1 PIPE BEDDING o SEE GENERAL NOTES/SPECS FOR DETAILS ON m < TRENCH BACKFILL MATERIAL 3 5230 EXISTING GRADE PIPE AS SHOWN TO ACHIEVE HIGH/LOW SPOTS GROUND -_ _ - _ -_ - - a -- z BUILT EXISTING GROUND a �- 3' TO PROVIDE COVER (A.B.) Z 5220 52 O f o / \ o Z n5210 v o Z y1 — — — — ` \ 5210 -cc O>m / N z +F Q \ Q N I p<> \ 1n z � e i N m( \ O CC ry 5200 o< _ 5200 LLLj (n F aW Q N ? I tO J _ W R7 m m OF- crN o 5190 m 5190 Z w p N O W +W Q H a Q o W Q d N ai d s ti a a i �N = 5180 Z N a o o _ ^_' S180 O m a $ _ r < < a < O O C 7 W H NF44- 52 1 o 3 FITTING DESCRIPTION FOR ALL HORIZONTAL BENDS INCLUDES THE DESIGNED HORIZONTAL ANGULAR DIMENSION IN PARENTHESES. x 5170 i v2 5170 s _ g CONTRACTOR TO FIELD ADJUST AS NECESSARY BASED ON FIELD VERIFIED LOCATION OF EXISTING WATERLINE AND/OR CIRCUMSTANCES ENCOUNTERED DURING CONSTRUCTION. N H r N n U x a < H m STATION 202+00 TO STATION 216+50 INSTALL 1450 LF OF 24" CLASS 200 D.I.; AWWA C151 PROJECT NO. O I 5160 _ _ S t 6: a17.040 a SHEET NUMBER O f n f f N m 10 N *0 O M d 10 n 01 O OI m a, n N n d 10 O /1 O n O d N N d N 1D N M O 1p d d d d N n 17 N n n 10 m O N M M d N Ip 10 n 00 OD OI OI OI 01 OI m O N m m Ol OI' m m m n n 10 ul N ✓1 I N N N N N N N N N N O O O� 00 t0 N N N N N N N N N N N N N N N N N N Y] N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N d N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N DRAWING NUMBER O N Yl � to N N O � N N N O N N 1A 10 O N N N N Ul h N N N � O O N N N N N In N N h N N N N N 10 N 1(1 N 10 N N N N N N O ,0 10 N N — 15 202+00 202+50 203+00 203+50 204+00 204+50 205+00 205+50 206+00 206+50 207+00 207+50 208+00 208+50 209+00 209+50 210+00 210+50 211+00 211+50 212+00 212+50 213+00 213+50 214+00 214+50 215+00 215+50 216+00 216+50 STA 224+90, 22.5' _ - L•- P�� I --J moo STA. 225+80 - STA. 226+00 (A.B.) BEND INSTALLED (A.B.)S;F • INSTALL PDI-M (W/2 COUPONS & PROBES) & RIBBON ANODE D.I.P. TEST STATIONS. /- _ - _ - _mot 228+40-228+60 (A.B.) %wrc SEE DETAILS 13971, 13973 & 13994 IN SECTION 13900 OF PROJECT MANUAL. // -" 0 '- - STA-22a.66- iJo� o SCALE NQTE INSTALL ABOVE GROUND TESI STATIONS IN PROTECTED LOCATION. INSTALL PDI-I D I ULATOR TERMINATION D.I.P. TEST STATIONS. nci Lo / •'p //�- I SEE DETAILS 1}970, 139 139 3 IN SECTION 13900 OF PROJECT MANUAL. �rcz ou HORIZ: 1 = SO' // / NOTE: ABOVE UN TEST STATIONS TO BUILDING WALL AND/OR ��„ "o'o a / �p ¢ ROUTE PVC, RES & TEST STATIONS IN PROTECTED LOCATION. �p VERT: 1 = 5' /// /// p / ASPHALT ROADWAY CROSSING +r s 1107 HORIZ: 1" = 100' 0 SEE DETAIL STA 228+6 >• � 36' GRAVEL Is IN TALL INSULATED FLANGE, SEE DETAIL 13911 1107 VERT: 1" = 10' / / I Q W-18 (AB.) o R I IN SECTION 13900 OF PROJECT MANUAL. / / BDILT U p 2 Boa o6� / PIPE ALIGNMENT MOVE FENCE C I INSTALL 45' BEND / / U fL 'RF 41 MF N1 • / // REINSTALL/REPLACE AT CROSSINGS > STAL LOCATION DELINEATOR PLtriT i EXISTING PIPELINE EASEMENT / / $K INSTALL LOCATION DELINEATOR '� -_ AT FENCE CROSSING. i IN ALL LOWOFF VALVE TO 30' CENTERED ABOUT EXISTING PIPE /// // y v RGHT,�EE DETAIL I R /J/ WETLAND BOUNDARY (typ.) V // ? // � p�p - -� "\••••�`a RESTORE STREAM CHANNEL TO / / 10' APPROXIMATE LOCATION OF EXISTING 18" RCP WATER MAIN. C R ONS RUCT DRCH SECTION S Y EXISTING CONDITION AFTER CROSSING // // / PROPOSED WATER MAIN TO BE LOCATED 10' RIGHT. z' ITSEE DETAIL I (SEE SPECIFICATIONS) / // INSTALL LOCATION DELINEATOR t�i� I II AT FENCE CROSSING W-18 INSTALL / II// APPROXIMATE LOCATION OF EXISTING 18" RCP WATER MAIN. 7 5' 90' BEND TYPE "T" (A.B.) PROPOSED WATER MAIN TO BE LOCATED 7.5' RIGHT. N1 e INSTALL g g STA 219+06 'pp _ V LOCATION INSTALL PDI-T & RIBBON ANODE D.I.P. TEST STATIONS. REMOVE FENCE N \. DELINEATOR. REINSTALL REPLACE Y' _ SEE DETAILS 13976 & 13994 IN SECTION 13900 OF / / - - 20' CONSTRUCTION AT CROSSINGS PROJECT MANUAL. EASEMENT - - 1N.1 0 - J' �-_'�� - - _ I 3 'L^NOTE: INSTALL ABOVE GROUND TEST STATIONS IN LOCATIONS i SO AS TO NOT RESTRICT THE INTENDED USE OF THE LAND. _ ' INSTALLED BEND 11Y' & 22>¢' BENDS (A.B.) I // i sh J` RIFRAEE 49-BENS, // i p GRAVEL ROADWAY CROSSING / y z SEE DETAIL REMOVE FENCE � �U / W-18 ANODE/ p � REINSTALL/REPLACE AT CROSSING / / SPLICE - ___ INSTALL LOCATION DELINEATOR pis Zz - --- �/- - _ AT FENCE CROSSING / 6" FOOTING DRAIN_/ OVERH (AB) spy; win i -- J---- -- - / /, -" CROSSING P WER�D if" " Re J / CONTRACTOR TO PRESERVE CROSSING �O $ ___ _ REMOVE FENCES .o EXISTING PROPERTY CORNER REINSTALL REPLACE AS-BUILT UNDERGROUND TELEPHONE CROSSING REMOVE FENCE / It �- / PIPE ALIGN NT AT CROSSINGS AND �. REINSTALL/REPLACE WHERE NECESSARY �]9 / / GRAVEL DRIVEWAY CROSSING AT CROSSINGS EXISTING 30" WATER MAIN CROSSING, DEPTH UNKNOWN. yyqg4 SEE DETAIL 20' (A.B.) EXPLORATORY EXCAVATION PER 01041.1.04.B.1 AND INSTALL 22.5' BEND NPR "M" STA 225+80 - 226+00 (A.B.) BID ITEM 131. ADJUST BURY DEPTH OF NEW 24" D.I.P. 3i PfZ�ERVE EXISTING . W-18 � 86 INSTALL LOCATION DELINEATOR w / AS NECESSARY TO AVOID CONFLICT. MAINTAIN 6" VERTICAL (yy Stm GRAVEL ROAD INSTALL POI-M (W/2 COUPONS & PROBES) & RIBBON ANODE D.I.P. TEST STATIONS. SEPARATI N BETWEEN PIPES. CONTRACTOR TO PROVIDE STA. 203+00-219+00 XISTING 18" RCP CROSSING, DEPTH UNKNOWN. ADEQUATE SUPPORT FOR EXISTING PIPE DURING EXCAVATION �€ $ SEE DETAILS 13971, 13973 & 13994 IN SECTION 13900 OF PROJECT MANUAL. �1 tiv h / i EXPLORATORY EXCAVATION PER 01041.1.04.8.1 AND NOTE: INSTALL ABOVE GROUND TEST STATIONS IN PROTECTED LOCATION. AND FLOWABLE BACKF ILI/BEDDING AS DIRECT BID ITEM 131. ADJUST BURY DEPTH OF NEW 24" D.I.P. DIRECTED BY ENGINEER. 5 AS NECESSARY TO AVOID CONFLICT, MAINTAIN 6" VERTICAL € SEPARATION BETWEEN PIPES. CONTRACTOR TO PROVIDE o ADEQUATE SUPPORT FOR EXISTING PIPE DURING EXCAVATION 1 AND FLOWABLE BACKFILL/BEDDING AS DIRECTED BY ENGINEER. HYALITE TRANSMISSION MAIN RECORD DRAWING a 5215 TYPE 1 PIPE BEDDING 5215 W SEE GENERAL NOTES/SPECS FOR DETAILS ON BID scH. 1 BID SCH. 3 o <: TRENCH BACKFILL MATERIAL 5210 ` _ — GRADE PIPE AS SHOWN TO ACHIEVE HIGH/LOW SPOTS 5210 � NEW 24" DIP PLACED ABOVE el- 30" WATER MAIN. (A.B.) / Z 6.5' MIN. COVER REQ'D ` EXISTING / 0 ELECTRIC (A.B.) Q Z GROUND 5205 O CLAY WATER MAIN (A.B-) O o I - I BOZEMAN CREEK: < J O STREAM BED ELEV.=5193.37' SEE CONNECTION LOW WATER ELEV.=5193.37' o F-�BUILDING SHEETS c' S200 \ tOOYR HIGH WATER ELEV-5199.00' J (100YR FLOOD ELEV. BASED ON FIRM, -- 0 5200 Z w \ PANEL 440 OF 900, AUG. 1 1984. FEMA) / 0 z Q Z ? \ P +m Q S a N N V) z m 5195 ` m 5195 O w o n MAINTAIN MINIMUM 6.5' BURY FROM BOTTOM '�z Z w + OF STREAM CHANNEL TO TOP OF PIPE. li ~ m+m N Q 0 0 5190 w _ '[Ii Fled l_ d - dN z w o N m INSTALLED IIY4' & 227' m O 1 fNo 5?9C Z ~ O e Z d < SENDS W/1'-7Yz" SECTION ¢ and Q w IZ TO MAKE THE BEND, (A.B.) BENTONITE °�°. _ !ow J o 4 O° DAM, (A.B.) r M. H ri COUPLING IN, W Q d F 11 O N ® STA. 227+54 (A.B.) IV r w Z - i a 2 a SIBS �. O 518n m m >> MOVED J W Q Z 0 J _ h tL�0611EDJ w > STA. 226+90 < 5180 z INSTALL 22.5'(24.3-)BEND INSTALL 45'(43.6')BEND S1L. w STA. 224+90 (A.B.) < MOVED TO STA 226+30 (A.B.) "ANGLE 45'BEND VERTICALLY N ao x NOTE: FITTING DESCRIPTION FOR ALL HORIZONTAL BENDS INCLUDES THE DESIGNED HORIZONTAL ANGULAR DIMENSION IN PARENTHESES. "` (APPROX. 24') AS NECESSARY" O '•' CONTRACTOR TO FIELD ADJUST AS NECESSARY BASED ON FIELD VERIFIED LOCATION OF EXISTING WATERLINE AND/OR CIRCUMSTANCES ENCOUNTERED DURING CONSTRUCTION. INSTALL BLOWOFF ,+"o m ,.� STATION 216+50 TO STATION 228+64 of 5175 INSTALL 1214 LF OF 24" CLASS 200 D.I.; AWWA C151 y F 5 - - PROJECT N0. - -- - 5,' 0417.040 O O n n n d O, 1� n < n N 01 n O ,O w O, 00 0 N n O O O O N m m N a n ✓lam SHEET NUMBER 0 6 16 Ui ✓i ,li li li Ji N a O O a < < O a ✓i N e i ✓i h n 6 1� (V < 16 xio 39 0 0 0 o O 0 0 0 O rn m rn rn rn rn m m m rn rn rn rn rn rn rn rn rn rn a, o, rn a, m rn m rn 0 0 o a0 N N N N N N N N N N N N N N N N NV N N 1^tAWING NUMBER N N N N N N N 0 0 N N N to N N N ,(1 N iA N N ,ll N N N N N N N 10 N N N N N N N � N N N N � ,M Z 216+50 217+00 217+50 218+00 218+50 219+00 219+50 220+00 220+50 221+00 221+50 222+00 222+50 223+00 223+50 224+00 224+50 225+00 225+50 226+00 226+50 227+00 227+50 228+00 W- 1 6 INSTALL 180' BEND moo W SCREEN ON OUTLET 10' BLIND FLANGE W a 10' 90' BEND (FLxFL) 8" BLIND FLANGE zzo� ,z 8" 90' BEND (FLxFL) PAINT ABOVE GROUND PIPING (EXTERIOR) PAINT ABOVE GROUND ioo �� a� 36" PIPING (EXTERIOR) FROST-PROOF MANHOLE 36" UNLESS OTHERWISE GROUND SURFACE RING AND COVER NOTED ON PLANS GROUND 36" IFCO 773 OR EQUAL GROUND SURFACE :r_-{t�if33N/0" SURFACE Boa �Q NNn ✓J$ �Ym �Zs !P 0 �zz e �_ MANHOLE STEPS WATERTIGHT QE: WHERE TOPOGRAPHY PERMITS, AT 16" CENTERS FLEXIBLE SEAL VALVE BOX BLOWOFF SHALL BE INSTALLED DOWNHILL 3 0' FOR 10" VALVE FROM THE PIPELINE. T WHERE TOPOGRAPHY PERMITS, STD. 48" MANHOLE ��� MIN. PROVIDE ADEQUATE o m BLOWOFF SHALL BE INSTALLED DOWNHILL COVER PIPE SUPPORT FROM THE PIPELINE. NOTE: SEE SHEETS W-1 THROUGH 5.5' MIN. BURY W-8 FOR INSTALLATION LOCATIONS. R o 0 6" GALVANIZED PIPE (NPT) 9.0' SPOOL VALVE BOX INSTALL 6" UNION FLxFL rn ( ) FOR 8" VALVE ALTERNATE INSTALL REST'RAINEDFLANGE'D o COUPLING ADAPTER AS NEC'ES.SARY 4 o 6.5' MIN. BURY 6.5' MIN. BURY 6" COMBINATION AIR VALVE, �rc' n 45.5" APCO MODEL 150C FLKTHRADED N SPOOL LENGTH DEPENDENT UPON ( ) m o 9.0' SPOOL (FLxFL) LOCATION. .SLOPE PIPESLLOLIPLY'''---\\\ 6' - 27.5" 40.0" I)OWNWARD TOIAARIAV MAIN \ 7 m 25.0" \\ 12"- 12" i 6"W)"BEND(FLxFL) -IL ) ) O ifs / / O O O O _ _ 6• O O DRAIN ROCK O lIT 7 r O 0 O O O O O O W L"cn o w a 00 000 DRAIN ROCK 24"x6"OR30"x6" —� \ \ 0000 00 00 00 O 0 0 0 0 STEEL TAPPING SLEEVE�_L O p O 0 O O O O O O 0 6" 90' BEND (FLxFL) y " - O 00 O 10" 90' BEND FLxFL O 6" GATE VALVE N N� O O ( ) // \\ O O O � O 0 p 0 8" 90' BEND (FLxFL) p (FLxFL) 30" D.I.P. 0 p 00 0 0 0 0 O DRILL J" HOLE IN ELBOW 0 0 0 0 0 0 0 DRILL J" HOLE IN ELBOW �\ O O 26.5" O O 6" 90' BEND (FLxFL) Z i$ 24" O.I.P. OO \\ /// 0OO O 24" x 6" OR 30' x '11V 6"(A.B.) -' I:= 10' GATE VALVE (FLxFL) 8' GATE VALVE (FLxFL) O O O O O O STEEL TAPPING SLEEVE ALTERNATE O O 0 24" x 8" STEEL PLEASE SEE PIAKS FOR O O O O WASHED ROCK �~ - 30" x 10" STEEL TAPPING SLEEVE TAPPING SLEEVE 1+1 ALTERNATE LOCATIONS DIST. FROM CL MAIN w '� TO CL MANHOLE ~~ NOTE: ALL PIPING SHALL BE CLASS 350 D.I.; AWWA C151 QE: ALL PIPING SHALL BE CLASS 350 D.I.; AWWA C151 15" 0 € & NOTES: ` E ,1 p _£ fA �� � 24"x8" BLOWOFF VALVE DETAIL 1. ALL PIPING SHALL BE CLASS 350 D.I.; AWWA C151 g � 30 x10 BLOWOFF VALVE DETAIL - SCALE: NTS - SCALE: NTS 2. INSTALL AT HIGH POINT 6" COMBINATION AIR VALVE DETAIL SCALE: NTS a o W FROST-PROOF MANHOLE - S 3 N RING AND COVER INSTALL GRADE RINGS IFCO 773 OR EQUAL AS NECESSARY GROUND �(2" MIN, 12` MAX) SURFACE d NOTES: p < L 1. INSTALL INSULATION OVER ALL WATER LINES WITH LESS THAN OD 6.5 COVER, RESPECTIVELY, TO FINISHED GRADE OR CULVERT. 2. INSTALL INSULATION IN TWO 2"-THICK LAYERS. ROTATE ORIENTATION OR STAGGER JOINTS TO PROVIDE 2' MIN. OVERLAP Q o BETWEEN JOINTS, MANHOLE STEPS 7 3. INSULATION BOARD SHALL BE 2 THICK EXTRUDED AT 16" CENTERS `POLYSTYRENE INSULATION BOARD PER AASHTO M230-70. INSULATION TABLE FOR WATER LINE(SIZES 24"TO 30") 0 o GROUND SURFACE ALTERNATE B N VERTICAL SEPARATION ALTERNATE A TOP WIDTH AND SIDE HEIGHT STD. 72' MANHOLE BETWEEN WATER AND WIDTH OF INSULATION (WxH) OF INSULATION LL FINISHED GRADE/CULVERT TO BE INSTALLED BE INSTALLED 6.5' MIN. � d Z�BACKFlLL BURY 5. Q o CULVERT CROSSINGS: 1.5'-2.5' 10.0' 4.0'x3.0' E 18" MINIMUM ° SEPARATION BETWEEN 2.5'-4.5' 8.0 4.0'x2.0' (/) z CULVERT 4.5'-5.5' 4.0' 4.0'x1.O' cl� Ln & WATER/SEWER Lj V) LINES i v BLOCK OUT AS 24" BLIND FLANGE NECESSARY------- Q 3 2"THICK SAND CUSHION TO FIT PIPE < , CULVERT Z 4' ALT."B" INSTALLATION (TOP & BOTH SIDES): 12" // \\ —12" Q ui 3 4" THICK INSULATION BOARD - 8' 1 \ �_ MIN. LENGTH ALONG WATER LINES O O O 6 0 0 6" J W Q a pop p0p0p 0000000000 O = N 000 000p0 000000000 m 6" MIN. - 12"MAx. O O O O O O O O O m 00 00000000 O 0000000 WASHED ROCK C ALT. 'A" INSTALLATION (TOP ONLY): + e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w / 4` THICK z 8' WIDE INSULATION ; uBOARD - 8' MIN. LENGTH GRANULAR O O O O 000 O NO a ALONG WATER LINE BEDDING, WATER 36' 24 x 24 m n LINE MJxFL TEE 0 TxENCH BorroM 0 PROJECT No O 0417.040 NOTE: SEE SHEETS W-1 THROUGH n W-8 FOR INSTALLATION LOCATIONS. SHEET NUMBER a �- WATER MAIN INSULATION DETAIL �Oj� n �� A �ING DRAWING NUMBER o - SCALE: NTS RECUR,"" RA �72 INSPECTION MANHOLE SCALE: NTS W- 17 moo J i w QmU- Q �3 QWJJ U ZO UU �J0 No U 0� � KC'r OV > spa QY W� CUT NEAT LINE 6.0' MINIMUM WIDTH 6.0' MINIMUM WIDTH EXISTING PAVEMENT EXISTING GRAVEL �y Boa COBBLE MAT'L-(3"-6" DIA. OR APP'D EQUAL Yrn "Z: 3" MIN. ASPHALT OR MATCH MIN. DEPTH= 1 2 D p EXISTING IF DEPTH GREATER p / P THAN 3 97% MARSHALL 3" CRUSHED GRAVEL COURSE, ? _ p 3" CRUSHED BASE, p 97% AASHTO T-99 INSTALL WARNING TAPE APPROX. 12 97% AASHTO T-99 INSTALL WARNING TAPE APPROX. 12• 18" MIN. OF 6" MINUS PIT EPA ON-WOVEN GEOTEFABRIC TILE SEPARATION FABRIC 36" BELOW FINISHED GRADE 18" MIN. OF 6" MINUS PIT 36" BELOW FINISHED GRADE RUN OR MATCH EXISTING IF AMOCO #4553 (OR APP'D a to RUN OR MATCH EXISTING IF DEPTH GREATER THAN 18" EQUAL) w DEPTH GREATER THAN 18" w 979. AASHTO T-99 5 a ci TYPE A TRENCH BACKFILL, 97% AASHTO T-99 a ci R a TYPE A TRENCH BACKFILL, 95% AASHTO T-99 SELECT TYPE 1 PIPE 95% AASHTO T-99 SELECT TYPE 1 PIPE BEDDING PLACE IN 6" BEDDING PLACE IN 6" 4 MAX. LAYERS AND MAX. LAYERS AND o COMPACTED AS SPECIFIED 6" COMPACTED AS SPECIFIED 6" rc IN SECTION 02221 24" OR 30" DIP IN SECTION 02221 24" OR 30" DIP E" - WATER MAIN WATER MAIN 0 TYPE 1 PIPE BEDDING TYPE 2 PIPE BEDDING TYPE 1 PIPE BEDDING TYPE 2 PIPE BEDDING 7 m PLACE IN 6" MAX. WHERE REQUIRED FOR PLACE IN 6" MAX. WHERE REQUIRED FOR 3D-+ LAYERS AND COMPACTED SOFT OR UNSTABLE LAYERS AND COMPACTED SOFT OR UNSTABLE i THOROUGHLY FOUNDATION THOROUGHLY FOUNDATION CULVERT SEE TYPICAL TRENCH �'-�` 'Y SEE TYPICAL TRENCHit N rc W OUTLET DETAIL (� _ NOTE: MINIMUM 6.5' DETAIL NOTE: MINIMUM 6.5' DETAIL - SCALE: NTS BURY REQUIRED TO TOP BURY REQUIRED TO TOP W_18 W,_78 -ja i� OF WATER LINE Of WATER LINE me Q_ASPHALT ROAD/DRIVEWAY TRENCH RESTORATION DETAIL 2 GRAVEL ROAD DRIVEWAY TRENCH RESTORATION DETAIL U — SCALE: NTS — SCALE: NTS ow� yLL � NN ffi S I I I I I I I I FINISHED a LIMIT OF GRADE GEOSYNTHETIC-SOIL 3 COMPOSITE (SEE SEC. A-A) m d I I q MIN.I CONSTRUCTION IN WETLAND AREAS WHERE DITCH CROSSINGS E I I (TYP.) INSTALL WARNING TAPE APPROX. OCCUR IN DESIGNATED WETLAND AREAS AS SHOWN ON THE < o PLAN AND PROFILE (SHEETS W-1 THROUGH W-16), REMOVE, SALVAGE AND I cN �- REPLACE ALL EXISTING WETLAND VEGETATION/ROOT MATS, AS 36" BELOW FINISHED GRADE a I I F 30 I DIRECTED BY THE ENGINEER. Q o a 1 I I oO I A O TYPE A TRENCH BACKFILL (W/IN R,O.W.), Z MATCH PRE-CONSTRUCTION DITCH PROFILE. a O o J _ C TYPE B EVERYWHERE ELSE (UNLESS 0 12` MIN. COVER, MATCH IF EXISTING DITCH SIDE SLOPES ARE a � cv OTHERWISE NOTED ON PLANS Y LINE mir PRE-CONSTRUCTION DITCH STEEPER THAN 1.5:1, RECONSTRUCT SELECT TYPE 1 PIPE I, OSED SUPPL ^ 95% AASHTO T-99 v PRO AN VARIES) A A MATERIALS AS DIRECTED TO 1.5:1 SIDE SLOPES AS DIRECTED BEDDING PLACE IN 6" W I Z� I BY ENGINEER BY THE ENGINEER. MAX. LAYERS AND SET HIGH TRENCH ELEV. EQUAL SIDE ANCHOR COMPACTED AS SPECIFIED Z w A I I I i c� I A LOW SIDE OFIN SECTION 02221 6• 24" OR 30" DIP _ DITCH BANK WATER MAINTO Q O AB OVE THAT OF SIDE COMMUNICATION CABLE, E TYPE 1 PIPE BEDDING 30 SEE SECTION 16120-2.04 Ln Z PLACE IN 6" MAX. IN PROJECT MANUAL TOP OF SLOPE - I I \ MIN. 1'x1' LAYERS AND COMPACTED Er Ln 14' MIN. I I LOCATION VARIES � � � ANCHOR TRENCH (TYP.) TYPE 2 PIPE BEDDING N (TYP.) - - 1' MIN. THOROUGHLY WHERE REQUIRED FOR L.Li � ( ,) SELECT TRENCH BACKFILL AND 4' F- M o -I NP -I- - - L - - _ J TYP. SOFT OR UNSTABLE CUSHION LAYER: USE (TYP.) 4 Q N Q 2" MINUS BACKFILL WRHIN 6.5' MIN. FOUNDATION Z 3 —1 BOTTOM 4-- I CONSTRUCT ANCHOR UPSTREAM 6" OF GEOSYNTHETIC-SOIL COVER GEOSYNTHETIC-SOIL GALVANIC RIBBON ANODE, TYP. OF TWO. '?-` _ Q Cl TRENCH ONCOMPOSITE (REFER TO W/MIN. 6" OF COMPACTED SELECT SOIL MIN END _ COMPOSITE SPECIFICATIONS SEE DETAIL 13996 IN SECTION 13900 12"A (VARIES) ,, (SIMILAR)EE SECTION A-A ) OF PROJECT MANUAL a 3 I I PROPOSED TRANSMISSION LINE NOTE: MINIMUM 6.5' g J rn BURY REQUIRED TO TOP W Q w PLAN SECTION A—A OF WATER LINE NO = m 5 TYPICAL TRENCH DETAIL SCALE: NTS 3�TYPICAL LINED DITCH CROSSING Q SCALE: NTS w O N a O Q m n 0i PROJECT No. 0 Oa 17.040 RECORD DRAWING SHEET NUMBER .1 0 DRAWING NUMBER 2 W- 18 3z mom >mV2 i zw?3 J) Z?2� Z � U � f/IU j-QU. ZQ J ��10O GRADE 4" SCH. 40 PVC DRAINLINL TO DAYLIGHT .00 INSTALL RIP-RAP AT OUTLET / Q N 0 W J: 4� z z i 4" SCH. 40 PVC DRAINLINE 0 MIN. 1% CONNECT TO FLOOR DRAIN LINE (SEE SHEET C-2) RECORD DRAWING I j I EXST. 18" HYALITE TRANSMISSION MAIN I EXST. 30" SOURDOUGH CONTRACTOR TO FIELD I^ TRANSMISSION MAIN VERIFY LOCATION NEW 24" HYALITE ��CONTRACTOR TO FIELD O.D. 24.7" z. EXST. 24" RAW k TRANSMISSION MAIN VERIFY LOCATION WATER DRAIN LINE �, N (SEE SHEET W-16) I I N o EXST. DRAIN LINE 7 m ( CONTRACTOR TO FIELD VERIFY LOCATION—� jz I I EXST. EOP, REMOVE �g E o�p a APPROX. 940 SF I I NEW CONNECTION BLDG, EXST. FENCE w m 10" BLOW-OFF LINE NEW 1.25" z = (SEE SHEET C-3) NEW DRAIN MH (SEE SHEET C-3) GAS LINE 5 I - —(SEE SHEET H-2) M —M — M •��— MM� NEW 4" HYALITE TRAN MISSION ASPHALT PAVING LIMITS MAIN (SEE SHE T C-3) (SEE SHEET C-2) O �' GRASS SWkE GRADE TO DAYLIGHT - oHv - o r — O11 �� € 0 0 b N N N EXST. OVERHEAD POWER � _ �P n0o s o 0 m i W 229 50 ® ; a EXST. VALVE o a VAULT EXST. RAW WATER OVERFLOW MAN HOLE, RIM ELV= 5209.36 I 24" STEEL PIPE INV OUT ELV=5195.04 EXST. WATER MAIN a 71 a a o N O E \ 3 N o V E m CONNECTION BUILDING o SGNS FFE=5209.95' �GV� I CONIC. SLAB m C a " 9 I HIGH POINT � w 0 (n :zoN O N LY (N 0 L j (/1 z_ o a CO o PROPOSED CONC. E DOUBLE-GUTTER PER C.O.B z z o CONNECTION BUILDING PIPING STD, DETAIL 02529-1 Q w O (SEE SHEET C-4) F_ - • .. LJ Q U w 6" CONCRETE SLAB SLOPED N r z _ 02.0% AWAY FROM BUILDING O = (D GRASS m U SWALE 1W/ 2000 EAVY-DUTY STEEL PIPE FILLED EXST. WATER TREATMENT PLANT 5 P.S.I. CONCRETE EQUIVALENT m ' . .B STND. DWG. 02718-5 vI (LOCATE 1' FROM BLDG. Ac 1' OUTSIDE w oOF 12' OVERHEAD DOOR, TO C.L. PIPE) NO U Y CO Q PROJECT N, O 0417.040 o GRAPHIC SCALE 10 SHEET NUMBER 42 (IN rm) O 1 inch= 10 K. DRAWING NUMBER �i 4" SCH. 40 PVC DRAINLINE TO DAYLIGHT MISTALL RIP-RAP AT OUTLEToo J //' a33N' / I 4" SCH. 40 PVC DRAINLINE ® MIN. 1% P Z o CONNECT TO FLOOR DRAIN LINE UZ v per\ (SEE SHEET C-2) EXST. 18' HYALITE Y�1 TRANSMISSION MAIN /I CONTRACTOR TO FIELD EXST. 30" SOURDOUGH VERIFY LOCATION TRANSMISSION MAIN EXST CONT. R d NEW 24" HYALITE / /. I O.D. 24.7" __ . _ CONTRACTOR TO FIELD BASE ELV. = 5200.00 TRANSMISSION MAIN / VERIFY LOCATION (SEE SHEET W-16)// I I EXST, 24" W PROPOSED CONT. (NOTED ELEVATION 09.95 = 5209.95) Q ,} WATER DRA LINE EXST. DRAIN LINE CONTRACTOR TO FIELD VERIFY LOCATION o I 7 I i I - k I \ I FLOOR DRAIN LINE ® MIN. 1% FOR 100 LF NEW ASPHALT -Evv m /I &SURF1.CE m n ES cb / 0tl— -ACT— _ .��} -�Oy Z e S / 00 6+,j 0 l GRASS SWALE 0 SZP 22 y~�IP1ing+30' \ - �i allo GRADE TO DAYLIGHT EOA 'y W a Q u 3.5% \ m ���-(l Q. 2.5% a ry \ 0+50 ow $€ o \ o� OZtP1ti = a D� I Vl �7�9+5o Zl `tijp o� 0996 221+8q. 0995 22bl, p995 22a+2q 0% `0' Lti4b O `px •2`11+'L x'70 �9 CONNECTION - ?s \ \�`\. = p x0 5 Gi \.s o m C BUILDING FFE=5209.95' 1 I CONC. SLAB 0 1 I o0 tiP QA�4P _ HIGH POINT + t Z ( N$ 2.OR Q 1 t PROPOSED CONC. Z E N �'. FINAL GRADE OF BACKFILL Oo DOUBLE-GUTTER PER C.O.B K AROUND BUILDING: 3:0R OI STD. DETAIL 02529-1 O MAX. ELV. = 5209.45 o MIN. ELV. 5209.30 Z a I I Rtl Rtl Rtl R(1 _ a Yo I O``S p • ,,�p h5 1.0% 2 l41, 0 d Z 0 2 I Og'SP +g9 I �StPI fit-l 09jP 228x,09.6P 228+69. cD 1 m Q Z t C'\ o' �' `\\ (n Z 6' Elf 0925228+2921.0' RT) O 0 .75X- - 53P v A I- z v I Q N 0 / \ > Q J E , 'v GRASS 1 Z m v SWALE I — --I O LLJ o \ 0 = Z m O N EXST. WATER TREATMENT PLANT CJ 11 GRAPHIC SCALE 10 S I � Q m 1 IN PF.Ef a .I, N O m a M I PROJECT N0. Oi I I - 0417.040 a0 SHEET NU R MBER RECORD DAWING a3 a0 II DRAWING NUMBER I C-2 mop �1 EW 4" PVC DRAIN LINE STA 229+75.92 - - EE SHEET C-2 STA 0+98.19 STA 229+70.25 24" x 90' TEE INSTALL NEW MANHOLE �"'1 cp INSTALL 24" (MJxMJ) TOP = 5197.88 (SEE NOTES TO RIGHT) Dojo 45' BEND VERT. - (SEE SHEET C-5) a o W i z OU TOP = 5199.57 > in>>rc i`a' i`Ho STA 0+54.34 �.33Hi 10" x 90' BEND --- MANHOLE NOTES: TOP = 5206.41 _ 1. PLACE PRE-FAB BASE ON EXST. 24" PIPE 229+58.42 4" 90' BEND 2. CONTRACTOR TO CONFIRM PIPE DIA. FOR PRE-FAB r W�� tea% DOG HOUSE OPENINGS TOP - 199.57 3. CONTRACTOR TO POUR MANHOLE FLOOR IN-PLACE _ AND SLOPE FLOOR TO CONTOUR OF EXST. PIPE F„ W 10" 50 `O N 4. CONNECT 10" BLOW-OFF LINE PER PROFILE g&OWO LINE -_ - - pry° - 5. CONTRACTOR TO CUT OUT TOP PORTION OF wP EE�� oo EXST. PIPE ONCE MANHOLE IS SET AND PIPES Y a � ARE CONNECTED NEW 24" YALITE 8 TRANSMISSIO MAIN ® R J` NEW 229 50 BCFF NEW 4" PVC 11.25' BEND i x 24" DIP STA 229+75.92 (6.10' RT) o `r0.sss SEE SHEET W-8 O INSTALL 24" SOLID SLEEVE 5�J,6S CONNECT TO EXST. 24" PIPE rc G��b-4- N (SEE SHEET C-5) m N w i STA 0+19.81 - J`0y NEW 4" PVC 10" x SIT BEND p 5FG FLOOR DRAIN TOP = 5206.75 �s TOP = 5208.65 o N o w Ell, w zz o iWrc z INSTALL NEW HYALITE STA 229+26.65 TRANSMISSION MAIN CONNECTION 24" x 90' BEND ROTATED 5� BUILDING (SEE SHEET C-4) • 7' FROM HORIZONTAL. TOP = 5203.45 "� TOP UNDER FOOTING ELV. = 5202.20 u STA 228+72.31 TOP UNDER FOOTING O g� g \ 24 BUTTERFLY ELV. = 5202.20 �1(-EVE STA 229+24.30 INSTALL 99 LF 10" DIP 7 - I STA 228+65.65 24" BUTTERFLY1w.-� ONNECT TO EXISTING VALVE 24" x 90' BEND_: & FINISHED GRADE EXST. GRADE I (SEE SHEET W-16) 5205 o • --- € STA. 228+77.30 TO EXST. GRADE STA. 29+17.30 (SEE SHEET C-4) EXST. 24"k30" FINIS�GRA.E WATER SUPPLY MA N TA I N / /� ':205 MAINS I SL�/�E xsT. - I DRAINLINE 4 .. io m 1 p m p 5200 p pz o U < O z Z m O Z P Z m Q m Z O < O m Z O O w o d o p w E O H pf N J +J L� O z o U M CK N o -F N N Z Z d O In Z Q y 5195 � Z n NN N Z Q O h Q N P R O Z O +J> K - - � N Q N N�> 1.00 NEW 24" WATER L'.I VI d N N N 4 + SUPPLY MAIN o V7 (5 LL n c�0 N "'o N EXST. 30" k 18" a Z Z_ 5195 ,�F w m �'�� 'p i�N a w WATER SUPPLY � 0 J 4zo NUv RECORD DRAWING MAINS � ~ w m J Z z XST. 6" EXST. 24 `.- L.J Q O m DRAINLINE OVERFLOW - FJ z -^o � ^ _ � 5190 LINE o Z Hm HO <2 NCO: W z x STA: 0+98.2 MHpI CO z o m Z + o RIM E: 5209.11 i Z v N vrn N`�z IE IN (S): 5205.14 O Rn N N m EXST. 24" PIPE Z U d .i�N INV ELV=5194.85 N< �,Q. SCALE w 5190 z_ z HORIZ: 1" = 20' 11 x17 HORIZ: 1" = 40' >I' D+So +nc m a 229+00 229+50 230+00 PROPOSED BLOW OFF aPR0.17. N � . g PROPOSED WATER MAIN SHEET44UMBER DRAWING NUMBET� a C_3 LEGEND I ITEM OTY. DESCRIPTION ITEM OTY. DESCRIPTION 10" PRESSURE RELIEF VALVE, (V-1050) CLA VAL MODEL 050-01 FL z FL 2 24"90' BEND, FL x FL 5 1 0 W/ ELECTRONIC OPEN/CLOSE POSITION SENSOR. OPEN O 200 PSI Su1 24" x 24' CROSS, FL x FL x FL x FL 2 6"GATE VALVE MUELLER MODEL A-2360, FL X FL 0Y O3 2 24' BUTTERFLY VALVE, FL x FL © 4 10" 90' BENDS SHOULD BE 1 MJxMJ W/ MEGALUG AND 3 FLXFL 1 24' D.I. SPOOL, 66" LONG, FL z FL 2 10" FLEXIBLE COUPLING (BOLT THRU ADJACENT® O 1 24"GLOBE METERING VALVE, (V-1133) © FLANGE FITTINGS FOR THRUST RESTRAINT) �2l33N,'a CLA VAL MODEL 633-01 FL x FL 9 4 10' D.I. SPOOL, FL x PEA © 2 24"D.I. SPOOL, FL x PE ® 2 6' 90 BEND, FL x FL 0 O7 1 24'x 24"TEE, FL x FL x FL 31 2 6" D.I. SPOOL, FL x PE 8O 1 24"D.I. SPOOL, 30"LONG, FL z FL © 1 6" FLEXIBLE COUPLING (BOLT THRU ADJACENT FLANGE FITTINGS FOR THRUST RESTRAINT) O9 2 24" x 14'TEE, FL x FL x FL 3© 2 24" D.I. SPOOL, PE W/ FLANGE ADAPTER yy,,+ BYPASS 10 2 14" BUTTERFLY VALVE, FL x FL ® 2 MEGA 0, END, RESTRAINTS g a L 44 ©4 t7 44 11 2 14' D.I. SPOOL, 18" LONG, FL x FL ©5 11 PIPE SUPPORT. ADDITIONAL SUPPORTS MAY BE NEEDED ACCORDING ^ A TO MANUFACTURER'S RECOMMENDATIONS + Q 1 CLA GLOBE METERING VALVE, (V-133) © R r o C VAL MODEL 133 FL x FL 6 1 12" X 10"REDUCER, FLXFL GLOB ,19 13 1 10'D.I. SPOOL, 18" LONG, FL x FL © 1 CLA VAL EMO ELRING 133 V01V FL(x FL133) 45 46 45 14' FLEXIBLE COUPLING (BOLT THRU ADJACENT i 16 MEDIUM FLOWS 16 14 1 FLANGE FITTINGS FOR THRUST RESTRAINT) ® 2 0-250 PSI PRESSURE GAUGE k PRESSURE TRANSDUCER o o 15 2 14" D.I. SPOOL, FL z FL 39 1 SMOOTH NOSE SAMPLING TAP 2 24" D.I. SPOOL, 18" LONG, FL x FL ® 1 14" PRESSURE REDUCING VALVE, (V-1090) CLA-VAL MODEL 90-01 a , 9'-2' Q 11 40 it 2'-10" Q 2 16' X 6"TEE, FL x FL 41 1 6" PRESSURE REDUCING VALVE. (V-1090) CLA-VAL MODEL 90-01 7 0 O 10 15 14 15 .1 10 O 24"FLEXIBLE COUPLING (BOLT THRU ADJACENT 18 1 4 2 6' D.I. SPOOL, 18"LONG, FL x FL FLANGE FITTINGS FOR THRUST RESTRAINT) ) o HIGH FLOWS z 0 _ 2 19 1 16" D.I. SPOOL, 72"LONG, FL z FL 4© 1 10' D.I. SPOOL, 54' LONG, FL x FL 24" DIP B 24' DIP ® 1 24" D.I. SPOOL, 18" LONG, FL z FL 44 2 24' X 16"90 BEND, FL X FL '&�^ nv. -- - 21 1 24" z 12'90' BEND, FL x FL 9 2 16' D.I. SPOOL, FL X PE O O 2 10' z 10"TEE,O O • �® 1 FL x FL x FL 1 FLANGE FITT N SO FOR RESTRA NTCENT O N 1 7 6 18 6 O vv ® 46 ® ® 2 10'D.I. SPOOL, 24' LONG, FL x FL 4© 1 16" BUTTERFLY VALVE, FL X FL = $ 10" DIP -- ® C. ®4 3 10' BUTTERFLY VALVE, FL x FL 4® 1 10" D.I. SPOOL W/ FLANGE ADAPTER '^`o' Y^ �e'85________________ © © NOTES: 0�8 .. 21 9 99 1. PROVIDE 2 TROLLEY HOISTS AND TROLLEYS. SEE STRUCTURAL SHEETS FOR HOIST MONORAIL DETAILS. SEE SPECIFICATIONS. 2. ALL PIPE AND FITTINGS SHALL BE PAINTED OLIVE GREEN. 3. ALL PERIPHERAL CLA-VAL CONTROL PIPING SHALL BE STAINLESS STEEL. Y+� 4. ALL 24"DIP, VALVES AND FITTINGS FROM AND INCLUDING THE 90' BEND = m AT STA 228+65.65 TO END CONNECTION JOINTS SHALL BE RESTRAINED JOINT. "- (SEE SHEET E-4) g LOW FLOWSJ" 4 4 8 © 41 30 © 31 31 �3 m m im d CONNECTION BUILDING MECHANICAL PIPING PLAN — 35 35 35 Y an3 SCALE: 1 4 = 1-0 24 x 36 Q Z Q ~ Z Z Q O � SECTION 0 - SCALE: 1 4 = 1' 0' 24 x 36") Z � d J Z � Q J a U Ln Z Z _O Q Lw� U) S Lj _N U 8 39 _ CD w a m a fJ r m mO I m 10" COUPLING INSTALLED (A.B.) Z Z I 10" D.Lp Q Z © ::F O g BLOW-OFF LINE w U N c� Q O a m n 0 g SECTION RECORD DRAWING ° �`° p - SCALE: 1 4' . 1-0 24 x 36-) c SECTION SHEET NUMBER - SCALE: 1 4 = 11-0' 24 x 36'S 0 45 DRAWING NUMBER S C-4 GENERAL CONCRETE (CAST IN PLACEI(CONT.1. BASIC DESIGN CODES: 2000 INTERNATIONAL BUILDING CODE (IBC), AD 318-02; AD 35OR-01 \ J\ STRUCTURAL MASONRY (CONT.) - .09 2. ALL MATERIALS, WORKMANSHIP & DESIGN BY OTHERS SHALL CONFORM TO THE BASIC DESIGN CODES UNLESS 4. CLEARANCE FOR REINFORCEMENT BARS, UNLESS SHOWN OTHERWISE, SHALL BE: 11. SPECIAL INSPECTION OF MASONRY IN ACCORDANCE WITH I.B.C. SECTION 2105 IS REQUIRED FOR THIS PROJECT. � NOTED OTHERWISE BY DRAWINGS & SPECIFICATIONS. WHEN PLACED ON GROUND: 3" INTERIOR DRY SURFACES: i EXPOSED i0 WATER, WEATHER, SLABS 3/4' 12. VERTICAL MASONRY REINFORCING BARS SHALL BE LAP SPLICED A MINIMUM OF 48 BAR DIAMETERS. THIS ALSO APPLIES TO r z�o� fi 3. ROOF LIVE LOADS: 20 PSF (CONSTRUCTION) BACKFILL OR CONDENSATION: BEAMS 1-1/2- FOUNDATION DOWELS. t- ow�i ou IIIuH o 5 BAR OR SMALLER 1 1/2' COLUMNS 1-1/2" 13. FOUNDATION DOWELS SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS AND AT EACH VERTICAL MASONRY REINFORCING iWho z� 4. VEHICLE LOADING = AASHTO H-15 (GVW = 30,000 LBS.) O VEHICLE ACCESSIBLE GRATING AND SLABS. /6 BAR OR LARGER 2' WALLS 1' BAR LOCATION. THESE BARS SHALL BE THE SAME SIZE AS THE MASONRY VERTICAL BAR. PROVIDE REQUIRED CONCRETE 5. SNOW LOADING: GROUND SNOW LOAD: INTAKE BULLRING Pg=63 PSF, CONNECTION BUIDLING Pg=53 PSF 5. ALL BENDS, UNLESS OTHERWISE SHOWN, SHALL BE A 90 DEGREE STANDARD HOOK AS DEFINED IN THE LATEST DEVELOPMENT LENGTH INTO THE CONCRETE FOUNDATION WALL. ROOF SNOW LOAD: INTAKE BUILDING P1=70 PSF, CONNECTION BUIDLING P1=46 PSF EDITION OF AGO 318. DETAIL ALL REINFORCEMENT IN ACCORDANCE WITH AD 315. �� tnpt SNOW EXPOSURE FACTOR: INTAKE BUILDING Ce=1.2, CONNECTION BUIDLING Ce=1.0 PSF 14. MORTAR PROJECTIONS INTO CELLS TO BE GROUTED SHALL BE LIMITED TO 3/8"MAXIMUM. a 3 7h SNOW LOAD IMPORTANCE FACTOR, la = 1.2 6. ALL REINFORCEMENT LAPS, UNLESS OTHERWISE NOTED, SHALL BE AS FOLLOWS: 15. LOW LIFT GROUTING: THERMAL FACTOR, 1.1 A. GROUT SHALL BE PLACED IN LIFTS NOT TO EXCEED 4'-0" MAXIMUM. s SEE PLAN FOR ADDITIONAL DRIFT LOADING DETAIL OF REINFORCEMENT - LAP LENGTHS & ALL REINFORCED HOLLOW UNIT MASONRY SHALL BE BUILT TO PRESERVE THE UNOBSTRUCTED VERTICAL CONTINUITY OF 6. WIND LOADING: BASIC WIND SPEED (3-SECOND GUST THE CELLS TO BE FILLED. WALLS AND CROSS WEBS FORMING SUCHCELLS TO BE FILLED SHALL BE FULL-BEDDED IN = 90 MPH BAR SIZE #3 '4 �5 �6 �7 �8 N9 /10 �11 MORTAR FOR A DISTANCE IN FROM THE FACE OF THE WALL OR UNIT NOT LESS THAN THE THICKNESS OF THE _- ANALYSIS METHOD: ASCE 7-02, 1.15 ANALYTICAL PROCEDURE LONGITUDINAL FACE SHELLS. BOND SHALL BE PROVIDED BY LAPPING UNITS IN SUCCESSIVE VERTICAL COURSES OR BY z WIND IMPORTANCE FACTOR, I = 1.15 CONC. DESIGN EQUIVALENT MECHANICAL ANCHORAGE. WIND EXPOSURE = C STRENGTH 4000 PSI C. ALL CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLIDLY WITH GROUT. ....� TOP BAR• 1'-7' 2'-1'2'-7'3'-1" 4'-6" 4'-0"5'-10 6'-7" T-3" D. VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED 7. SEISMIC LOADING: SEISMIC USE GROUP 111. 1e=1.5 GR 60 CONTINUOUS VERTICAL CELL. SITE CLASS = D OTHER BAR SPECTRAL RESPONSE COEFFICIENTS, SOS 0.695, SDl 0.312 V-4' V-7 2'-0" -2' 5'2'-9' 3'-6" 4'-6 5'-1'5'-8" E. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER,HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY = =SEISMIC DESIGN CATEGORY D STOPPING THE POUR OF GROUT NOT LESS THAN 1/2 INCH BELOW THE TOP OF THE UPPERMOST UNIT GROUTED.r h • TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12" OF FRESH CONCRETE IS HORIZONTAL STEEL SHALL BE FULLY EMBEDDED BY GROUT IN AN UNINTERRUPTED POUR. iko V BASIC SEISMIC FORCE RESISTING SYSTEMS: 1) SPECIAL REINFORCED MASONRY SHEARWALLS CAST IN THE MEMBER BELOW THE BAR, IN ANY SINGLE POUR. HORIZONTAL WALL BARS ARE CONSIDERED TOP BARS. F. INSTALL SHORES AND BRACING AS REQUIRED BEFORE STARTING GROUTING OPERATION AND UNTIL GROUT HAS REACHEu DESIGN BASE SHEAR (EACH DIRECTION): 1) INTAKE BUILDING = 16.4 KIPS • INCREASE LAP LENGTHS SHOWN ABOVE AS SHOWN IN THE DRAWINGS OR AS DIRECTED BY THE ENGINEER WHERE BARS ITS DESIRED STRENGTH. 2) CONNECTION BUILDING = 6.4 KIPS ARE SPACED CLOSER THAN 6" O.C. OR WHERE EDGE OF BAR MEASURED IN DIRECTION OF SPACING IS LESS THAN G. ALL GROUT HA BCONSOLIDATED BY MECHANICAL VIBRATION DURING PLACEMENT AND APPROXIMATELY a TO 10 ANALYSIS PROCEDURE: EOUNALENT LATERAL FORCE PROCEDURE (IBC SEC. 1617, AND 1622) MIN AFTER PLACEMENT. = 3" FROM FACE OF MEMBER. L PLACE VERTICAL STEEL INTO CELLS WITH ENOUGH STEEL EXTENDING TO PROVIDE MINIMUM LAP SPLICE. u 8. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL AND ELECTRICAL J. GROUT CELL, STOPPING GROUT MINIMUM 1/2"BELOW TOP OF UNIT OR OVER HORIZONTAL STEEL WHICH SHALL BE FULLY 4 z 1"1 DRAWINGS FOR BIDDING R CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO 7. TOLERANCES IN PLACING REINFORCEMENT SHALL BE: EMBEDDED IN GROUT. CONSTRUCTION. +/- 3/8 IN. FOR MEMBERS WITH D LESS THAN 8 IN. 16. PROVIDE (1)#5 HORIZONTAL REINFORCING BAR IN A BOND BEAM BELOW ALL OPENINGS. EXTEND BOND BEAM AND - y +/- 1/2 IN. FOR MEMBERS WITH D GREATER THAN 8 IN. REINFORCING BAR 30-(MIN.)BEYOND EACH FACE OF THE OPENINGS. 9. DRAWINGS INDICATE GENERAL &TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY WHERE D IS THE DISTANCE FROM THE FACE OF CONCRETE TO THE CENTER OF THE REINFORCING. 17. PROVIDE REINFORCING AT CORNERS PER DETAIL 9/S-6. o INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN. SIMILAR DETAILS OF CONSTRUCTION SHALL BE m USED, SUBJECT TO REVIEW &APPROVAL BY THE ENGINEER. B. METAL CLIPS OR SUPPORTS SHALL NOT BE PLACED IN CONTACT WITH THE FORMS OR THE SUBGRADE. CONCRETE 7 BLOCKS OR DOBBIES SUPPORTING BARS ON SUBGRADE SHALL BE IN SUFFICIENT NUMBERS TO SUPPORT THE BARS STRUCTURAL STEEL GRATING 10. REPETITIVE FEATURES ARE NOT DRAWN IN THEIR ENTIRETY & SHALL BE PROVIDED & CONSTRUCTED COMPLETELY WITHOUT SETTLEMENT, BUT IN NO CASE SHALL SUCH SUPPORT BE CONTINUOUS.AS IF DRAWN IN FULL. 1. AT VEHICLE TRAFFIC AREA IN S, STEEL GRATING TO BE IKG BORDEN SE HW (HEAVY WELD). GALVANIZED, TYPE PEC 18B, OR 9. DOWELS SHALL 8E THE LENGTH INDICATED. DOWELS SHALL BE WIRED IN POSITION PRIOR TO POURING CONCRETE. APPROVED EOUNALENT. THE GRATING SHALL CONFORM TO ASTM A36 STEEL SPECIFICATIONS FOR THE MAIN BEARING BARS. ' DEEP BY 5 11. ALL DIMENSIONS & ASSUMED EXISTING CONDITIONS ARE TO BE VERIFIED IN THE FIELD & ARE THE RESPONSIBILITY MAIN BARS TO BE 4 /16'THICK, SPACED A 1 7/8" CENTERS. THE CROSS BARS SHALL BE WELDED USING .' NN OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL DISCREPANCIES WHICH REQUIRE A 1 4- RECTANGULAR CROSS BAR, SPACED 4- ON CENTER. THE GRATING SHALL SPAN 48-MAXIMUM SPAN AND SATISFY THE w F o 10. AT ALL FTG. AND FDN. WALL CORNERS, CORNER BARS SHALL BE PROVIDED TO MATCH THE HORIZONTAL BARS, SEE DETAILS / SIGNIFICANT CHANGE IN THE DESIGN AND/OR CONSTRUCTION FROM THAT SHOWN ON THE DRAWINGS. 1&2/S-6. AAHSTO LOADING FOR H-15. INSTALL GRATING IN STRICT ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. z - -- 12. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS CONTRACT, OR BY OTHERS. 11. WHERE REQUIRED TO ALLOW PASSAGE OF ACCESS DOORS, MECHANICAL PIPING OR OTHER OPENINGS IN WALLS, SLABS, 2. AT FOOT TRAFFIC AREAS STEEL GRATING SHALL BE IKG WELD FORGED RECTANGULAR DESIGN, TYPE W8. MAIN BEARING BAF OR FOOTINGS, PROVIDE OPENINGS IN FOUNDATION PER DETAIL 7/S-6. TO BE 2"x3/16' CENTER TO CENTER. CROSS BARS TO BE RESISTANCE WELDED AT RIGHT ANGLES TO THE BEARING BARS. 5 le 13. VERIFY SIZE & LOCATION OF, & PROVIDE: ALL OPENINGS THROUGH ROOFS, FLOORS, & WALLS, ACCESS DOORS, THEY SHALL BE SPACED 4" CENTER TO CENTER. NO NOTCHING OR CUTTING OF BEARING BARS BEFORE WELDING IS -FURRING CURBS, ANCHORS, & INSERTS. PROVIDE ALL BASES & BLOCKING REQUIRED FOR ACCESSORIES, 12. PROVIDE PROPER CURING OF CONCRETE SLABS ON GRADE TO PREVENT CRACKING DUE TO MOISTURE LOSS AND SHRINKAGE. PERMISSABLE. INSTALL GRATING IN STRICT ACCORDANCE WITH MANUFACTURERSRECOMMENDATIONS. � R gg ARCHITECTURAL COMPONENTS, MECHANICAL, ELECTRICAL, & OTHER EQUIPMENT. CURING IN ACCORDANCE WITH THE SPECIFICATIONS. SUBMIT PROPOSED CURING METHODS FOR U APPROVAL SEVEN DAYS PRIOR TO PLACING SLABS. 3. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. �-Z-. a 14. ENGINEER SHALL REVIEW SHOP DRAWINGS ONLY FOR THE CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT & FOR COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. DIMENSIONS AND 13. PROPOSED JOINT LOCATIONS BY CONTRACTOR SHALL BE SUBMITTED TO THE ENGINEER FOR RENEW&APPROVAL PRIOR WOOD FRAMING w m� QUANTITIES NOTED ON THE SHOP DRAWINGS ARE NOT GUARANTEED BY THE ENGINEER, AND THEREFORE, MUST TO SUBMITTAL OF REINFORCING STEEL SHOP DRAWINGS. O BE VERIFIED BY THE GENERAL CONTRACTOR. CONTRACTOR IS RESPONSIBLE FOR INFORMATION THAT PERTAINS SAWN LUMBER '-'�., TO THE FABRICATION PROCESSES OR TO TECHNIQUES OF CONSTRUCTION, & FOR COORDINATION OF THE WORK c OF ALL TRADES, SHOP DRAWINGS MUST BE REVIEWED, STAMPED, AND SIGNED BY THE CONTRACTOR PRIOR TO PRECAST/PRESTRESSED CONCRETE: THE REVIEW BY THE ENGINEER. 1. ALL LUMBER SHALL BE GRADED AND MARKED ACCORDING TO THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) w - �• 1. CONCRETE MINIMUM 28-DAY COMPRESSIVE STRENGTH FOR PRESTRESSING MEMBERS SHALL BE 5000 PSI. GRADING RULES, I�1 T ` CONCRETE STRENGTH AT TRANSFER OF PRESTRESS SHALL BE 4000 PSI MINIMUM. V 15. STRUCTURAL ITEMS REQUIRING DEFERRED SUBMITTALS INCLUDE: a) PRECAST CONCRETE BEAMS AND HOLOWCORE 2. UNLESS OTHERWISE SPECIFIED, ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH, No. 2 OR BETTER, 545 _ g SLABS b) PRE-ENGINEERED/FABRICATED WOOD TRUSSES 2. MILL STEEL REINFORCING SHALL CONFORM TO ASTM A615 GRADE 60 EXCEPT THAT BARS WHICH MEET ASTM SILL PLATE MATERIAL SHALL PRESSURE TREATED BE HEM-FIR, STUD GRADE (OR BETTER), S45. A706 SHALL BE PROVIDED WHERE THE BAR IS TO BE WELDED. PRESTRESSING STEEL STRANDS SHALL BE $€ 1& SUBMIT DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS TO THE ENGINEER FOR REVIEW. IF REQUIRED, BY THE ASTM A416 GRADE 270, SEVEN WIRE. BUILDING OFFICIAL UPON REVIEW & NOTATION INDICATING THAT THE DEFERRED SUBMITTAL ITEMS ARE IN GENERAL ROOF SHEATHING g CONFORMANCE WITH THE DESIGN OF THE BUILDING THE ENGINEER WILL FORWARD THE DEFERRED SUBMITTAL 3. ALL REINFORCING AND CONNECTION DETAILS SHOWN ARE FOR SERVICE LOADS ONLY. THE PRECAST/PRE- 1. ALL SHEATHING SHALL BE ARA RATED, EXPOSURE 1, WITH THICKNESS & SPAN RATING AS INDICATED ON THE PLANS DOCUMENTS TO THE BUILDING OFFICIAL. DO NOT INSTALL DEFERRED SUBMITTAL ITEMS UNTIL THEIR DESIGN AND STRESSED CONCRETE SUPPLIER SHALL DESIGN AND PROVIDE ALL MILD STEEL REINFORCING, PRESTRESSING, & DETAILS. NAILING FOR ROOF & SHEARWALL SHEATHING SHALL BE AS INDICATED ON THE PLANS & DETAILS. SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICAL. AND CONNECTION DETAILS NECESSARY FOR HANDLING, SHIPPING, AND ERECTION LOADS. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ENGINEER FOR REVIEW. SHOP DRAWINGS AND CALCULATIONS SHALL BEAR 2. PLACE ROOF SHEATHING WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS AND STAGGER 48-INCHES. 17. THE STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND, EARTHQUAKE, SOIL, AND CONSTRUCTION LOADS UNTIL THE STAMP OF A REGISTERED CIVIL ENGINEER IN THE STATE OF MONTANA RESPONSIBLE FOR THE DESIGN. a ALL FLOOR, ROOF, & WALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. 3. PROVIDE EDGE BLOCKING FOR ROOF SHEATHING WHERE INDICATED ON THE PLANS. ACCORDANCE REQUIRED SPECIAL INSPECTIONS AND TESTING 4. THE PRECAST EPRESTRESSED CONCRETE SUPPLIER SHALL DESIGN THE PRECAST/PRESTRESSED MEMBERS IN 3 E WITH THE REFERENCED DESIGN CODES FOR THE LIVE AND DEAD LOADS SHOWN ON THE PLANS IN CONNECTIONS 1. IN ADDITION TO REGULAR INSPECTIONS, THE FOLLOWING ITEMS WILL ALSO REQUIRE SPECIAL ADDITION TO THE MEMBER DEAD LOAD AND ANY APPLICABLE COLLATERAL LOADS. 1. ALL NAILS SHALL BE "COMMON" NAILS UNLESS INDICATED OTHERWISE. USE OF SMALLER DIAMETER "BOX"OR "SINKERS" m 1 INSPECTIONS AND TESTING N ACCORDANCE WITH SECTION 1704, 1707, AND 1708 OF THE 5. DEFLECTION LIMITS/CRITERIA: NAILS FREQUENTLY USED IN NAIL GUNS REQUIRES USE OF A LARGER PENNY WEIGHT TO PROVIDE EQUIVALENT LOAD z o 2000 INTERNATIONAL BUILDING CODE. BEAMS------------- L/360 (LIVE LOAD), L/240 (TOTAL LOAD), 1" MAX. IN SERVICE UPWARD CAMBER CARRYING CAPACITY (EXAMPLE: 8d "COMMON" DIA. = 10d "BOX' DIA.). u o a) SPECIAL INSPECTIONS (1704): HOLLOWCORE SLABS----- L/360 (LIVE LOAD), L/240 (TOTAL LOAD), 1/2' MAx SERVICE UPWARD CAMBER- INSPECTION OF FABRICATORS (1704.2) 2. CONNECTION HARDWARE SHALL BE THE SIMPSON TYPE INDICATED, OR APPROVED EQUAL. FILL ALL HOLES IN CONNECTION - CONCRETE CONSTRUCTION (1704.4) 6. ALL THREADED INSERTS SHALL BE AS MANUFACTURED BY SUPERIOR, BURK, OR AS APPROVED. LOOP INSERTS W/THE TYPE, SIZE, & NUMBER OF BOLTS/NAILS RECOMMENDED BY THE MANUFACTURER. FINISH FOR EXPOSED - MASONRY CONSTRUCTION (1704.5) SHALL BE THE WELD NUT TYPE. CONNECTION HARDWARE SHALL BE EPDXY-BASED CORROSION RESISTANT PAINT W/ COLOR AS CHOSEN 8Y OWNER. - WOOD CONSTRUCTION (1704.6) - SOILS (1704.7) 7. OPENINGS IN STRUCTURAL PRECAST ELEMENTS FOR GROUTING ANCHOR BOLTS, REINFORCING STEEL AND 3. BOLTS & LAG SCREW MATERIAL SHALL CONFORM TO ASTM STANDARD A307. Z b) SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE (1707): EMBEDS SHALL BE PROVIDED BY THE PRECAST/PRESTRESSED CONCRETE MANUFACTURER. - STRUCTURAL WOOD (1707.3) 4. BOLT HOLES IN WOOD MEMBERS SHALL BE 1/16- LARGER THAN THE BOLT DIAMETER. Q C) STRUCTURAL TESTING FOR SEISMIC RESISTANCE (1708): B. PRESTRESSED MEMBERS MAY BE DRILLED OR 'SHOT" PROVIDED NO CONTACT IS MADE WITH PRESTRESSING Z - MASONRY (1708.1) STEEL AND IT IS ACCOMPLISHED IN SUCH A MANNER THAT NO OBJECTIONABLE SPALUNG OCCURS. SUCH 5. FOR LAG SCREWS, THE CLEARANCE HOLE SHALL BE THE SAME DIAMETER AS THE SHANK &THE SAME DEPTH AS THE O UNTHREADED SHANK. THE LEAD HOLE SHALL BE 60 PERCENT OF THE SHANK DIAMETER & A LENGTH EQUAL TO THE DRILLING SHALL BE COORDINATED WITH THE PRECAST/PRESTRESSED CONCRETE MANUFACTURER. AT NO W FOUNDATIONS TIME SHALL ANY AREA CONTAINING PRESTRESSING STEEL BE DRILLED WITHOUT THE PRECAST/PRESTRESSED THREADED PORTION. 1. FOUNDATIONS WERE DESIGNED BASED ON GEOTECHNICAL REPORT PERFORMED BY GMT CONSULTANTS, INC. CONCRETE MANUFACTURER'S PRIOR APPROVAL. 6. PROVIDE STANDARD WASHERS UNDER THE HEADS & NUTS OF ALL BOLTS AND LAC SCREWS BEARING ON WOOD. J m THIS REPORT LISTED AN ALLOWABLE BEARING CAPACITY OF 4,000 PSF WHEN BEARING ON COMPACTED STRUCTURAL � Z C FILL OVER COMPACTED NATIVE SOILS. IF SOIL MATERIALS ARE ENCOUNTERED THAT ARE DIFFERENT FROM 9. OPENINGS IN STRUCTURAL PRECAST ELEMENTS LARGER THAN OR EQUAL TO 4" IN DIAMETER AND ALL OPENINGS 7. ALL NAILING SHALL BE IN ACCORDANCE WITH 2O00 IBC TABLE 2304.9.1 UNLESS THE PLANS INDICATE A HEAVIER NAILING. _ < THAT ASSUMED. NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH FOUNDATION CONSTRUCTION. SHOWN ON THE DRAWINGS SHALL BE CAST BY PRECAST/PRESTRESSED CONCRETE MANUFACTURER. OPENINGS IN STRUCTURAL PRECAST ELEMENTS NOT SHOWN ON THE DRAWINGS AND LESS THAN 4' IN DIAMETER MAY BE CORE B. AT ALL SILL PLATE TO FOUNDATION WALL CONECTIONS PROVIDE 2 BOLTS MIN. PER EACH SILL PLATE PIECE W/ BOLTS (n Z (n 2. STABILITY OF CONSTRUCTION EXCAVATION AND WORKER SAFETY ARE THE RESPONSIBILTY OF THE CONTRACTOR IN DRILLED OR SAW CUT NEATLY. DO NOT CUT REINFORCEMENT WITHOUT THE MANUFACTURER'S APPROVAL. 12" MAX. FROM CORNERS & ENDS OF SILL PLATE PIECES. UNLESS NOTED OTHERWISE, PROVIDE 5 " DIA. X T EMBED. O w ACCORDANCE W/ CURRENT OSHA REGULATIONS. /8 ANCHOR BOLTS AT 48' MAX. O.C. to ~O 10. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 0. Ul Z 1 3. BACKFILL SHALL CONSIST OF NATIVE MATERIAL, FREE OF TOP SOIL, ORGANIC MATTER, MEETING THE REQUIREMENTLA o OF STRUCTURAL FILL LISTED BELOW AND SHOULD BE COMPACTED IN 8' (MAX.) LIFTS TO 98R OF AASHTO T-99 STRUCTURAL MASONRY PRE-ENGINEERED/ FABRICATED TRUSSES < v) J n PROCTOR NEAR OPTIMUM MOISTURE CONTENT. FOLLOWING BLENDING EFFORTS TO MINIMIZE THE POTENTIAL FOR Q to VOIDS. POCKETS, OR NESTING. USE ONLY HAND-OPERATED COMPACTION EQUIPMENT WITHIN 5 FT. OF COMPLETED 1. CONSTRUCT MASONRY IN ACCORDANCE WITH AD 530.1 AND THE I.B.C. SEE SPECIFICATIONS FOR ADD'L REQUIREMENTS. 1. TRUSSES SHALL BE DESIGNED IN STRICT ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS OF THE 2D00 IBC_ Q j STRUCTURES. a 4. STRUCTURAL FILL SHALL BE IMPORTED OR EXCAVATED ON SITE AND SHALL BE FREE OF TOPSOIL, ORGANIC MATTER, 2' STRUCTURAL MASONRY SHALL BE LAID UP IN RUNNING BOND, EXCEPT AS NOTED OTHERWISE, AND SHALL BE 2. TRUSSES SHALL BE DESIGNED FOR SNOW LOADS SHOWN PLUS ALL DEAD LOADS INFERRED FROM THE DRAWINGS. Z ~ U 4 REINFORCED AND ANCHORED AS SHOWN ON THE DRAWINGS. EXTERIOR WALLS SHALL HAVE FULLY MORTARED < w OTHER DELETERIOUS MATTER, AND FROST, AND SHALL CONFORM TO THE FOLLOWING GRADATIONS: HEAD JOINTS. I 3. SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED BY AN ENGINEER LICENSED IN THE STATE OF MONTAN4 TO SCREEN/SIEVE SITE ,7, PASSING BY WEIGHT THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. Q N 4' 100 3. REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. REINFORCING BARS INDICATED ON DRAWINGS TO W o N4 25-60 BE WELDED SHALL CONFORM TO ASTM A706. SUBMIT SHOP DWGS. OF WALL REINF. ELEVATIONS PER SPECIFICATIONS. 4. MAXIMUM LIVE/SNOW LOAD DEFLECTION FOR WOOD TRUSSES SHALL NOT EXCEED L/360. TOTAL LOAD DEFLECTION N 2 Q#200 2-12 SHALL NOT EXCEED L/240. O_ y 4. CONCRETE HOLLOW LOAD-BEARING UNITS: GRADE N-1, ASTM C90, USE SAME WEIGHT CLASSIFICATION THROUGHOUT m w 5. IMPORTED GRANULAR FILL SHALL BE IMPORTED AND FREE OF TOPSOIL, ORGANIC MATTER, OTHER DELETERIOUS PROJECT. 5. TRUSS BRIDGING SHALL BE PROVIDED AS REQUIRED BY THE MANUFACTURER. Z � MATTER, AND FROST, AND SHALL CONFORM TO THE FOLLOWING GRADATIONS: w m SCREE SIEVE SIZE 7" PASSING BY WEIGHT 5. MORTAR: TYPE S CONFORMING TO ASTM C270, PROPORTION METHOD. (1800 PSI O 28 DAYS) 6. EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING Z 1-1/2" 100 INFORMATION LOCATED WITHIN 2 FEET OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD: Q 6. GROUT: MINIMUM ULTIMATE 28-DAY COMPRESSIVE STRENGTH, 3000 PSI. w N4 25-60 0) IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS � #200 0-8 7. MASONRY DESIGN COMPRESSION STRENGTH FOR CMU CONSTRUCTION, Tm = 1500 PSI b) THE DESIGN LOAD NO CONCRETE (CAST IN PLACES a) THE SPACING OF THE TRUSS B. COMBINE AND MIX CEMENT, LIME, WRIER, AND AGGREGATES FOR FIVE (5)MINUTES, MINIMUM, IN A LIEU ITY. BATCH STRUCTURAL ABBREVIATIONS no 1. MINIMUM STRENGTH PROPERTIES FOR CAST-IN-PLACE CONCRETE SHALL COMPLY WITH THE FOLLOWING TABLE: MIXER. ADD WATER E REQUIRED FOR WORKABILITY.AGGREGATES F WITH WATER, AS REQUIRED, FOR W MECHANICAL B NOT I CAST-IN PLACE ALL CONCRETE USE MORTAR WHICH HAS BEGUN TO SET, OR IF MORE THAN TWO(2)HOURS HAS ELAPSED AFTER INITIAL MIXING. DO NOT PROJECT NC. o CONCRETE ADD AIR-ENTRAINING AGENTS TO MORTAR OR GROUT. GROUT SHALL BE VIBRATED IN PLACE AS SPECIFIED HEREIN. A.C.I. -AMERICAN CONCRETE INSTITUTE CTRD. -CENTERED S.F. - SQUARE FEET 04t 7.033 MINIMU O I COMPRESSNE25TRENGTH 4000 PSI 9. MIX GROUT TO HAVE A SLUMP OF 8 TO 10 INCHES AT TIME OF PLACEMENT. A.LS.C. -AMERICAN INSTITUTE OF I.B.C. - INTERNATIONAL BUILDING CODE SHT'G. - SHEATHING SHEET NUMBER STEEL CONSTRUCTION I.C.B.O. - INTERNATIONAL CONFERENCE SPA - SPACES 0 2, SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION ON CONCRETE MIX DESIGNS & TESTING, AGGREGATE SIZES, AN.5.1. - AMERICAN NOTIONAL STANDARDS OF BUILDING OFFICLALS SST - STAINLESS STEEL 47 10 AIR CONTENT, MAXIMUM SLUMP, ETC. . MASONRY WALLS SMALL CURE AT LEAST 24 HOURS BEFORE GROUTING. INSTITUTE AW.S. -AMERICAN WELDING SOCIETY WTL - LONG LEG VERTICAL T.O.D. - TOP OF DECK/SHEATHING DRAWING NUMBER MfL. - METAL T.O.F. - TOP OF FOOTING 3. ALL CONCRETE REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. REINFORCING BARS INDICATED ON THE BLKG. - BLOCKING PSF - POUNDS PER SO. FT T.O.SL - TOP OF SLAB c_O DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. B.U. - BUILT-UP P.T. - PRESSURE TREATED U.N.O, - UNLESS NOTED OTHERW& J `---- --------------- -- moo JTi QmU_ Q 3 z- 22-3 ; J K�JZO y,Z K ' - w�rcu � A - D'-9 6'-7,,2. 8'-7Y2• ,'-0• =8 o nP. EXISTING 64.30= 64.30 60-- ----- SPILLWAY S-6 I-11 REPAIR REDO. �n � �"z,��N Z N 6 �l wl^ = N P� z° S-5 WFDN ALL. °E ° °a1�T0�3 m 4 ° SDS SIM. S-5 ° TriT�� rd�r I w LINE INDICATING POINT B 4 I ^I ° I TYP. OF TRANSITION TO 1'-6- ° NOTE P, d I ° OF 3 FOOTING, SEE DTL. 5 S-7 - -- -- - -- - - TYP. OF 3 ° ° 1 i / 6'-10" 41 4 LINE OF DEMO O a NEW TO o 0 TE 7° 4 - - -- EXISTING RETAINING WALL EXIST. FTG. B F z S-7 2 ° 5'-9- ° 4° I ° n LINE OF DEMO O �-` I 64.30 ° I ° 4 ° ° I ° T.O.SL. T.O.F. _ __ 16'-0" EXISTING FOOTING rc K' m 762110 w W S INFD2 5'-0"NOTE 5 W TER S-6 NOTE B SU M 7 W- Wod F ° T.O.SL. _ 4 w W>r S\ 64.30 Ip ° S I °. I ..• 6 ° -�NNa i •° ° - ° ° ° ^ n • e d eW T.O.SL. I e4 ° ° _ T.O.SL. _ • -- a ¢5.3By_ °______ �______ d �/ ° BS.e O° BLOCKOUT, € T.O.SL. = vl ° ° 4°�/ \/ (3'-4'WIDEx7•DEEP) V 66.00 ° 4 �/ NOTE 6 Sg Y s s 4 ° S-5 �N�$ T. .SL. 4 ° ° 5.80 °SLOPE FACE OF WALb d ° Q PER DTL. B/S-5 ° °• •°4A •• ° �_B 4 S d ° SLOPE_n ° ° ° o T.O.SL. ANl 66.00 inl d T.6 ° ° e ° ° °°4 ° 4° T.O.SL. : NOTE 1, PROVIDE CONTROL JOINS AT e 65.10 < APPROX. 10'-0" O.C. GREATE 4 CONTROL JOINTS W/ 3 4- CHAMFER _ w STRIPS ON EACH INSIDI FACE OF FOR a PIPE INVERT d ° ° ° "LOCKOUT, ;p ° d SLOPE °4 NOTE 6 NOTE 2, e o TYP. 4,_2. a I SF 4 4 S-4 �' "a SIM. 65.10 / INTER., TYP. Q ° A Z I SEE SITE/CIVIL DRAWINGS Q ° I FOR PIPE SIZES, Z T.O.F. = LOCATIONS, AND O \ / 66.00 CONNECTION DETAILS Q T.O.F. _ - J •j 66.00 _ STEP M7 STEP <m FTC. w Z FTG. n a j O T.O.F. _ � ~ Q S-4 10-2 69.00 N = o f{ FDN. cl� FTG. WALL _ STEP i-- SIM. CORNER CORNER FTG. Lit N oin 2 nP. T.O.F. a - t4S-6S-6 M T.O.F. _ N 72.90 Z CY H ::D J T.O.F. _ \`_i / STEP L'J } N 0 69.0o a 3 FTG., Frc. N = w u S-6 nP. + INTER. �o w N N U.N.O. Q m Q �^ S-6 Z J 7'-4- CD •� 1. REFER TO SITE/CIVIL FOR LOCATIONS AND GATE/PIPL DETAILS OF ALL OPENINGS. REINFORCE z OPENINGS PER DETAIL 7/S-6. 34'-B" ,0'-0" 2. VERTICAL CONSTRUCTION JOINTS ARE NOT SHOWN ON THE DRAWINGS. CONTRACTOR SHALL SUBMIT LOCATIONS OF PROPOSED JOINT LOCATIONS IN FOUNDATION WALL TO ENGINEER FOR APPROVAL. I•i CONSTRUCT ALL VERTICAL CONSTRUCTION JOINTS PER PER DETAIL 6/S-6. 3. SEGMENTAL RETAINING WALL NOT SHOWN, SEE SITE PLAN FOR RETAINING WALL o DIMENSIONS, ELEVATIONS, AND LAYOUT. SEE SCHEMATIC DETAIL A/S-7. RROJEcr No. 0 4. BLOCKOUT FOR SLUICE GATE FLUSHBOTTOM SEAL. COORDINATE SIZE AND LOCATION WITH CIVIL 0417.040 o AND GATE MANUFACTURER. THICKEN SLAB TO MAINTAIN REQUIRED THICKNESS PER DETAIL A/S-5. RECORD DRAWING sneEi NUMBER t:i 5. SEE SRE PLAN FOR RETAINING WALL ELEVATIONS, DIMENSIONS, AND LAYOUT. INTAKE STRUCTURE - F0UNDATI0N PLANil�` i .e 6. "LOCKOUT TOP OF SLAB FLUSH W/ CONCRETE PIPE INVERT, COORD. DEPTH AND WIDTH OF BLOCKOUT AS SHOWN. GROUT SOLID AFTER PIPE INSTALLATION. SEE DETAIL C/S-5. SCALE: 3 B = t-0 - nRAWINC NUMBER 7. PROVIDE REINFORCEMENT IN 10'WALL SM. TO DETAIL C/S-4. 8. PROVIDE REINFORCEMENT IN 12"WALL SIM. TO DETAIL F S-4. S— 1 L SEE SITE/CIVIL FOR T. TRASH RACKS TB�= w_j T.O.W. . . 7.80 (NOT SHOWN) 76.30 W nm W J'• z N a% �I z Q !r T. W. SECURITY FENCE rrrr4,i T S-5 HANDRAIL p T.O.SL. = 76.30 POST ANCHORAGE SEE �.u.•� JwiJ STEP POST ANCHORAGE SEE 76-� SITE/CIVIL. TYP. w `• T.O.SL. S-5 z 0. WALL ,�, SITE/CIVIL. TYP. 76.30= o ° I I • I° I ® ° 1 e®-. ° ®••MANUAL HOIST SUPPORT. jSITE/CIVIL e - ----�4 ---G- -�. .a O SEE SITE/CIVIL o m • A — ---- _ -4 c N T.O.SL. _ ° e. - ACCESS HATCH a i So / T.O.W. _ - 78,Ij0 _ a ° - ° d °: SEE SITE/CIVIL. TYP. rn o 0 o 4 76.30 \ ° 7YP A o .•'_ El NOTE 7 \° '° a dO t STEP A OF 3 _-4" 8'-8" 3'-4 2'-0• o I LPJ a dTOP GF __ • - oil Kam' N rc S LINE OF 3" KEYWAY ° WALL 0 4 / O TOP OF WALL, \ S / PER DTL. E/S-4 \\ eJA o LL y U I / \ dI ° d N d c - i O / \ T.O.SL. I ° ° 6.40 Ds NOTE 6, YP, _ _ T T.O.W. SUPPORT ANGLE, TYPE 76.40 88 -- IHE OF 3" KEYWAY- PR DE ADD'L. � R ° REI F. O SLAB c� SUPPORT ANGLE. PE ( F FOOT TRAF I O TOP OF WALL, I � OP INGS PER R A, PER DTL. 1/S-5. n I DPERe OTy.C/5-5 D DTL 7/S-6, TYP. [� O FOOT TRAFFIC GRA ING GALV. STEEL GRA NG E RA O FOOT TRAFFIC AR - RAFFI U n (' W SEE GEN. STRICT. SEE GEN. -"""- - S- NOTES, STRUC NOTES, SUPPORT, TYP."76.40i D D OF 2, SEE � e Q 8 T.O.W. _ -- - ° 76.40 4" HA. SLAB PENETRATION e _ ,;.-- - �--. _ _ ______ _ °- r O ANAL GATES. COORD. - S-5 -- - ----------J € ° NOTE 1, J, D D - WITH SITE/CIVIL, TYP. OF 5 J3 7YP STEP 5'-10" l WALL - e - GATE. COORD. B GALV STEEL GRATING € �� ° n - ° WI SITE/CML, TYP. O VEHICLE TRAFFIC ✓ (/( SLIDE GATE, - f LLL JJJJ HINGED GRATIN - z � AREAS, SEE GEN IV. V COORD. WITH ACCESS HATCH W STRUCT. NOTES SITE/CML, TYP. -D D D° Q- JUNCTION BOX, SEE RECESSED HAND _ �_-�; - ` e SITE/CIVIL, P (PER MANUF.. �«... �__,.� _ ° D _ TE/CM.L TYCOORD. SIZE --- -- _ -- --- -- - ---- -- -- - o J o wSITE/CML, TY fie _n _ _ _ _ n I p E ERIOR GUARD POST,j-_-- ---_ �P - ----_ -_--�—__�- 3' �v SEE SITE/CML. TYP. .. .. o: EMB ANGLEp TYPE _ _o p T _ B;PEI�D}L.1/S-5 6.40 EXTERIOR LANDING/ACCESS ° - TYP. O VEHICLE APRON SLAB-ON-GRADE, o csi °a o S ° °TRAFFIC GRATING° uJ p ° ° vl a- I SEE NOTE 4,TYP. PROVIDE ADD'L REIN G ° - o ° ° A D D e > CD - I ° ° a d IN SOLID GROUTED CELLS CTRD. UNDE BEAM BAG. ABOVf d - ° - D. D p D • D s L d - J Q (RATED TRENCH Z ° --�---- II PER. DTL. 1/S- da IN TYP. EA. EN ° ° N D > D - D c °..d'd F- ZQ Z ° • ° scJ e a ;I I Y d I m ° SL;O D • °D °D ° e T.O.SL. _ a e �^ D .. I, OPNGS.,TYP!S_6. P - a J O D - ,-_• ° D I, . III -° De s,.SLAB-ON D.. D. s D a •, S-6`-GRADE II U S 4 • - AA ► D m I C SIM. ;ja�SLAB Q o ' e ► n ►r -CONTFiAC710N • j . . °- D D ° D ° I S-7 N � ° S-6 JOINT (SCJ) s _.•.- D I I p p I- D. •Nn CIAU LINTEL n _ •. eD . - - s - W e . ~ 1'-4" SEE C 3/6=871 a aW v BLOCKOUT .D ° _, • • ' p. Z I TOP OF FDN. WA L / Q Lv W H � MASONRY WALL 2"x8'x2'-0" W Q U 3 CORNER BLOCKOUT O - N } 0 N TYP. S-6 a Q .c a 0 _ n n m Ln Q n W Y 7 NOTES,. Z a m ~T. REFER TO SITE/CIVIL Q IL FOR LOCATIONS Of ALL OPENINGS. REINFORCE OPENINGS PER DETAIL 7/S-6. � Z 2. VERTICAL CONSTRUCTION JOINTS ARE NOT SHOWN ON THE DRAWINGS. CONTRACTOR SHALL SUBMIT ,-8" LO LOCATIONS OF PROPOSED JOINT LOCATIONS IN FOUNDATION WALL TO ENGINEER FOR APPROVAL. N CONSTRUCT ALL VERTICAL CONSTRUCTION JOINTS PER DETAIL 6/S-6. m 3. SEGMENTAL RETAINING WALL NOT SHOWN, SEE SITE PLAN FOR RETAINING WALL DIMENSIONS, C O RD D RA W I N G a: ELEVATION S, AND LAYOUT. SEE SCHEMATIC DETAIL A/S-7. 0 4. PROVIDE 5" EXTERIOR SLAB-ON-GRADE, SLOPE AWAY FROM BUILDING 1/8" PER FOOT. UNLESS NOTED PROJECT NO. I OTHERWISE. PROVIDE SLAB CONTROL JOINTS O 8'-0"O.C. (MAX.) PER DETAIL 4/S-6. EXTEND SLAB 4'-0" FROM FACE OF BUILDING. IN ADDITION, EXTEND SLAB I'-O" (MIN.) ON BOTH SIDES OF 0417.040 O OPENINGS, UNLESS NOTED OTHERWISE. SHEET NUMBER n 5. SEE SITE PLAN FOR RETAINING WALL LAYOUT. _INTAKE STRUCTURE - STRUCTURAL_ FLOOR PLAN 49 6. FIELD TRIM HORIZONTAL LEG OF SUPPORT ANGLE AND STEEL GRATING AS REQUIRED TO PERMIT SCALE: 3/8'= I'-0" -- DRAWING NUMBER o PASSAGE OF SLIDE GATE STEM. 7. PROVIDE REINFORCEMENT AT TOP OF FON. WALL TO ELEVATED SLAB SIMILAR TO DTL. A/S-5. S-2 m0 O _ �=2 N W� Z 0N0 OU =W� .......... ..3 ate/ -------------------- I I I I ---J � --'� -------------------------------------------------, R / ------------ / 0 / CMU LINTEL BELOW, TYP SEE STRUCTURAL FLOOR PLAN / \ FOR CALL UT CID ow� �LL B"x4'-0" HOLLOV CORE $g € PLANK, NOTE 1, TYP B . � a}n $ 0a 2 TW. JOI T '^ S-B DETAIL O H.C. L I IL.1 0 m RIDGE T m d BEAM \ o u a o CL — PRECAST BM. m PRECAST CONC. S_g BRG., TYP. BM., SEE NOTE 1 m I I a II z II a I I Z z Tol+ C O N+I III 5-8 I 0 III I I a- I I = a Dc III N L III � I I N O I I W Ck� I I Q Y I 0oOf I I N Z W Y w Q N = � 3 � N m W n m Y V1 4 I- N F. Z Z a Q m W I O S m RECORD DRAWING n DESIGN HOLLOW CORE PLANKS AND PRECAST BEAM PER SPECIFICATIONS AND REQUIREMENTS LISTED ON SHEET S-0 RRaECT No. 0 0417.040 d - SHEEP NUMBER 50 DRAWING INTAKE STRUCTURE - ROOF FRAMING PLAN - �� NUMBER o SCALE: 3 8 - 1-O S-3 SEE ARCH. FOR GALVANIZED STEEL VEHICLE PROVIDE ADO'L. N5 O 8"O.C., FA Z'^� m�6 SUPPORT ANGLE, TYPE B. INSULATION IN CELLS TRAFFIC GRATING, SEE GEN. WAY (FOR 4" O.C. TOTAL) ABOVE _ JOINT REINS O 16 O.C. PER DETAIL 1/S-5 STRUCT. NOTES FLOW MEASUREMENT VAULT im?a �E B"CMU WALL TFLR. SEE SIM. z— Ni 5x5'-0" FDN. DOWEL, EMBED N . s FLR. PLAN RECORD DRAWING a � 8o N 5 O 24"O.C. _ __ �� ao AS SHOWN, SPACE TO MATCH CMU VERTICAL REINF. wH N P VERT REINF, EMBED AS SHOWN LINE OF ELEV. I H N4 HORIZ. BOND BM. SLAB BEYOND SLAB-ON GRADE & O BOTTOM OF WALL SUBGRADE PREP. I ELEVATED SLAB W/ & 48" O.C., MAX. REQUIREMENTS PER N5 VERTS. O 12" O.C. N5 O 8" O.C., P. WAY, CTRD. IN SLAB DETAIL 5/S-6 I _- 1x4 CHAMFER BOARD SUPPORT ANGLE, FOOT TRAFFIC GALVANIZED W/ BEVELED EDGE NS O 9" O.C. HORIZ. �-NS- DOWELS O 12" O.C. TYPE B, PER STEEL GRATING, SEE GEN. ? ^� T WALL, TYP. .O.W.=78.00 10" LAPPED NTO SLAB REINF., DETAIL 1/S-5 STRUCT. NOTES aW T.O.W. SEE h.O.W. SEE z (76.40 FLR. PLAN z°���'' io FLR. PLAN _ 2"WALL BLOCKOUT BEYOND, i PROVIDE ADD'L. REINF. O 06 O 8" O.C. HORIZ. N5 O 12"O.C. HORIZ SEE FLR. PLAN FOR LOCATIONS 1 m OPNG. PER DTL. 7/S-6 w 1'-0" GALVANIZED STEEL VEHICLE J" PREMOIDED JOINT I SUPPORT ANGLE, FILLER (PJF) SEE GENERAL STRUCT. TRAFFIC CRATING, SEE GEN. TYPE A, TYP. OF x NOTES FOR BACK-FILL STRUCT. NOTES 2, PER DETAIL 1 S-5 m 1.O.SL. SEE SEE GENERAL STRUCT. REQUIREMENTS / o FLR. PLAN NOTES FOR BACK-FILL R o REQUIREMENTS N6 VERTS. O I.'' -05 VERTS. O 12. O.C. SLAB-ON GRADE & REFER TO SITE/CML FOR LOCATIONS N N SUBGRADE PREP. ' 10" OF ALL O CrVIL IN FOUNDATION N6 4-DOWELS O 12" O.C.. EA. FACE 6 O 8" O.C. HORIZ. 5 O 12" O.C. HORIZ. i REQUIREMENTS PER WALL REINFORCE OPENINGS DETAIL 5/S-6 HYDROPHILLIC o NS O 10" O.C. HORIZ. PER DETAIL 7/S-6. WATERSTOP, CONT. NS O 9" O.C. HORIZ. � NS DOWELS O 18" O.C. 7" N5 ® -1' 0" 10" 12" O.C. T.O.F. SEE N4 O 18"O.C., _ T.O.SL.NVARIEN zi FDN. PLAN TRANSVERSE • • • ..EE .. o 0 of N5 VERTS. O 12" O.C. #6 VERTS. O 12"O.C.- N5 VERTS. O 12" O.C. LAPPED TO DOWEL 3 4 LONG. CONT. N . N w w rn 6: DOWELS O 12"' ; O N 5 DOWELCTRD.S 0 1 N WALL iQ i N5 O 12" O.C. O.C., EA. FACE STRUCTURAL FILL, 4" (MIN.), 1'-0' (MAX.) 2 " -0" COMPACTED IN 8" MAX. HYDROPHILLIC rn R,o LIFTS TO 98% AASHTO T-99 LEAN" CONCRETE FILL WATERSTOP, CONT. PROCTOR. SEE GENERAL ,5,,• (1,500 PSI O 28 DAYS) N5 O 12" O C 1--0" - STRUCT. FOR REQU. NATIVE SAND, GRAVEL,J --- I Cj g� COBBLES, AND SMALL Alk T.O.SL. VARIES �_. _-- s ' n FOUNDATION DETAIL BOULDERS COMPACTED FOUNDATION DETAIL ' �� SEE FDN. PLAN FOOTING EXTENSION S-1 SCALE: 3 4 = 1-0 S-1 SCALE: 3 4 - 1-0 A I -1 z AT SIM. S-2 SIM, I I . . . . . . . . . I CD S-4 5-4 - N5 '1��II I I N5 O 12"0. PROVIDE REINF SIM. -DOWELS O 24" O.C., TO STEP REINF. PER CTRD. IN CMU WALL DETAIL 3/S-6 Q PIPE SLEEVE FOR FENCET 1 - g ABOVE, NOT SHOWN FOR SUPPORT ANGLE, TYPE A, N3 STIRRUPS O 12" O.C. PER DETAIL 1/S-5 1 N5 O 12" O.C.. O CLARITY, REFER TO SITE/ TRANSVERSE CIVIL DRAWINGS L� FOOT TRAFFIC 3• KEYWAY I JI GALVANIZED STEEL I SUBGRADE PREP. AND TOW GRATING, SEE GEN. I CONTINUOUS REQUIREMENTS, PER DTL. B/S-4 T.O.SL. SLF VARIES J_ R TTRESS WALL, TYP. STRUCT.'NOTES I SLOPE o FDN. PLAN 3, SEE FDN. PLAN TOSLVARIES BUTTRESS O SIM.) •VERTS., ELEVATED $LAB & H FACE REINF, PER DTL. N5 LONG. O 12"GHENED CONSTRUCTION 9/S-4 T STOP VERTICAL REINF. / 1, \ FOUNDATION DETAIL < xN5 O 8" O.C. HORIZ. (4) N5 LONG. SHORT OF KEYWAY, TYP. S-1 SCALE: 3/4 = 1'-0" u a o m o 2'-0" S-2 qfi FULL HT. VERTS. x6 N5 HAIRPINS, LAPPEDEMBED O 12" O.C., TO VERTS I N5-,' DOWELS O 12" O.C. DRILLED & EPDXIED W/ N6 VERTSI O 12" O.C. LAPPED TO SLAB REINF., qQ HILTI HR HY750, I CTRD. IN WALL, TYP. VEHICLE TRAFFIC N5;:J DOWELS O 12" O.C.,CTRD. IN WALL - I GALVANIZED STEEL CTRD. IN WALL UPPED TO a GRATING, SEE GEN. SLAB REINF. T.O.SL. Z STRUCT. NTES O NS VERT$. O 12" O.C. SEE FLR.N5 HORIZ. DOWELS O 12" O.C., (NO GRATING AT SIM.) , pLgFl Q GRADING PLANDRILLED AND EPDXIED W/ROUGHEN SURFACE TO 1/4" HILTI HIT HY 150. EA. FACE N6 O 81 O.C. HORIZ. NS O 12" O.C. HORIZ.AMPLITUDE, CONTINUOUS ALONG SUPPORT ANGLE, TYPE B,LENGTH OF EXIST. RETAINING WALL LINE OF FDN. PROVIDE ADD'L. REINF. O PER DETAIL 1/S-5 SLAB-ON GRADE & SUBGRADE O_ Z WALL BEYOND OPNG. PER DTL. 7/S-6 (NO SUPPORT ANGLE AT SIM.) PREP. REQUIREMENTS PER DTL. U n- \llll 5/S-6 (ELEVATED SLAB O 1'-0" N5 U-BARS O 8"O.C. "SIM.-, PER B/S-4) (n U Q _ _ _ N6 VERTS. O 12" O.C. SEE GENERAL STRUCT. FIELD NOTES FOR BACK-FILL VERIFY REFER TO SITE/CIVIL FOR NS VERTS. O 12" O.C. L J N 00 REQUIREMENTS \?'. N5 VERTS., LAPPED LOCATIONS OF ALL OPNGS. SEE GENERAL STRUCT. ^o - - - -- TO DOWELS, EACH FACE i IN FOUNDATION WALL REINFORCE 1'-0" NOTES FOR BACK-FILL Q y 0 w OPENINGS PER DETAIL 7/S-6. REQUIREMENTS Q I N EXISTING FDN. ---- - I 6 O 8" O.C. HORIZ. 5 O 12" O.C. HORIZ. z WALL & REINF. '-O' N N Nsxz'-6" DOWELS o 1z" D.C.oc I u ♦ W/ 6' EMBED, DRILLED AND Z 73 - -- EPDXIED W/ HILTI HIT I Q ~ U I - -- HY 1IED EACH FACE 05 O 12" O.C. I 06. DOWELS O 12" � J 1'-6" TO EDGE I �I O.C., FJ1. FACE W Q T.O.SL. VARIES N5.L DOWELS O 12" FJ N 03 OF EXISTING FOOTING - --- --- SEE FDN. PUN O.C., FA. FACE HYDROPHILLIC !� N Yj o i • • • • • HYDROPHILLIC N5 O 12" O.C. WATERSTOP, CONT. m w % --- --- T.OFTG EXIST. I v • WATERSTOP, CONT. 65.30, FIELD NS O 12" O.C. N5 O 12" O.C. Z z VERIFYN T.0 SL. VARIES m 05 O 12- O.C. � T.O.SI. SEE SEE FDN. PUN } ' • • • • FDN. PUN y111/ z w I � N BURN BACK REINF. TO 4" of m a 1 1/2" CLR., PUCE GROUT EXISTING FDN. SUBGRADE PREP. AND WALL& REINF. 3'-0" n REQUIREMENTS. PER DTL. B/S-4 / PR 'NO 0 N5 O 12" O j LINE OF DEMO y/(tl_/y O EXISTING D.C. ,0 417 go FOOTING SHEET EEI NUMBER SUBGRADE PREP. AND 51 O DRAWING NUMBER FOUNDATION DETAIL FOUNDATION DETAIL REQUIREMENTS, PER DTL B $-4 $-' Sc2 34 = '=o� s-1 scALE: 34 = 1r0 �� FOUNDATION DETAIL S 2 S-1 SCALE: 3 4 = 1-0 S—4 S-2 S-2 - moo �z I I � I z uWWi Lg T.O.SL, I A CMU WALL, w��uP /5 DOWELS O 12" O.C., SEPLANR iAr\ SA4 SMNIU WALL, S_q SIM. i� o CTRD. IN WALL LAPPED TO SLAB REINF. LINE OF WALL BEYOND I _cam 33 7��qy I PROVIDE ADD'L. REINF. O 'Q I ELEVATED SLAB AND GALVANIZED STEEL VEHICLE FOOT TRAFFIC GALVANIZED STEEL REINF., PER I W I SEE SITE/CIVIL FOR GALVANIZED STEEL I FOOT TRAFFIC DTL. B S-4 OPNG. PER DTL. 7/S-6 TRASH RACK TRAFFIC GRATING, SEE GEN. / GRATING, SEE GEN. I 10' STRUCT. NOTES STRUCT. NOTES, TYP. I I GRATING. SEE GEN. I T 0 W- _ ELEVATED SLAB AND I (NOT SHOWN) I STRUCT NOTES, TYP. I I _ o REINF., PER I T.O.W.- ------- /--76 40 - DTL. B/S-4 I r 76.40 - • • • • - r�� - /5 O 9" O.C. HORIZ. I I • I HATCH OPNG.,� 3' KEYWAY CONTINUOUS /5 VERTS. O 12 O.C. I I SEE SITE/CNIL -'� I SEE GENERAL STRUCT. I CTRD. IN�WALL LAPPED TO • SUPPORT ANGLE, TYPE A.J I I NOTES FOR BACK-FILL STOP VERTICAL REINF. SHORT SLAB REINF.OF KEYWAY, TYP. R w /5 VERTS. O 12"O.C. • PER DETAIL 1/S-5 / I I g/ REQUIREMENTS I I PROVIDE ADD'L. REINF. O 6' UPPED TO DOWELS /6 O 8' O.C. HORIZ. /5 O 12'O.C. HORIZ. i OPNG. PER DTL. 7/S-6 T.O.W. SEE /5 O 12" O.C. HORIZ. I I O 4 FIR. PLAN �y/� /5 VERTS. O 12' O.C. 10 /5 O 9" O.C. HORIZ. PROVIDE ADD'L. REINF. O • T K' c�i OPNG. PER DTL. 7/S-6 /6 O 6" O.C. HORIZ. N5 O 12" O.C. HORIZ. 71.20 REFER TO SITE/CML FOR LOCATIONS /6 VERTS. O 12"O.C. • SEE GENERAL STRUCT. o OF ALL OPNCS. IN FOUNDATION -I I /5 DOWELS REFER TO SITE/CNIL FOR NOTES FOR BACK-FILL WALL REINFORCE OPENINGS ��� I O 12" O.C., CTRD. IN WALL LOCATIONS OF ALL OPNGS. PROVIDE AOD'L. REINF. O REQUIREMENTS 7 PER DETAIL 7/S-6. I I IN FOUNDATION WALL /6 VERTS. O 12' O.C. /5 VERTS O 12' O.C. I I /5 VERTS. O OPNG. PER DTL. 7/S-6, TYP. � o REINFORCE OPENINGS - 12" O.C. LAPPED 10" REFER TO SITE/CIVIL FOR z I I PER DETAIL 7/S-6. 1'-0' TO DOWELS LOCATIONS OF ALL OPNGS. I I BLOCKOUT FOR IN FOUNDATION WALL REINFORCE SLUICE GATE 10' BLOCKOUT TOP OF SLAB FOR w_o w o, BOTTOM SEAL, • PIPE, COORD. DEPTH AND WIDTH z u �{ 5 0 12"O.C. I I qq�� OPENINGS PER DETAIL 7 S-6. z - / I I SEE MANUF. DATA 4" /5:�L DOWELS O 12"O.C., / /5 O 12" / <<'N I I FOR REQU. SIZE 6 DOWELS O 12" O.C., OF BLOCKOUT W PIPE FLANGE I I CTRD. IN WALL NESS. GROUT EA. FACE O.C. HORIZ. SIZE AND SOLID AFTER PIPE INSTALLATION. T.O EE N. LAN ,-HYDROPHILLIC gg • • • JFD.'L.PS WATERSTOP, CONT. � I�R I 3' 1'-0" /5 i�L DOWELS O 12" D.C., /5 O 12" O.C. �i i�8§'�- /5 O 12" O.C. _� CTRD. IN WALL TYP. I SLOPE T.O.SL. SE /5 O 12" O.C. 1'-0" 1 L - FDN. PLAN SLOPE 1 SLOPE T.O.SL. VARIES __ T.O.SL. SEE r�ny�� T.O.SL. VARIES SEE FDN. LN FDN. PLAN L.ay NS O 12" O.C. - _ FDN. PLAN .o Z • • • • • • O B' of (2) /5 LONG. SUBGRADE PREP. AND TYP. /5 O 12" O.C. 1 REQUIREMENTS. /5 O PER DTL. B/5-4 12'O.C. J -a, SUBGRADE PREP. AND O 12'O.C. FOUNDATION DETAIL SUBGRADE PREP. REQUIREMENTS, AND REQUIREMENTS, PER DTL. B/S-4 6" MIN. /5 L S-1 SCALE: 3 4 PER DTL. B/S-4 O 12'O.C. S-2 FOUNDATION DETAILS SCALL: 3 4 O m d s-z FOUNDATION DETAIL w w LINE OF WALL 6' S-1 SCALE: 3/4• S-2 BEYOND _ SEE SITE/CIVIL FOR ----- FOR p TRASH RACK RECORD DRAWING i.-INE OBE ONO� 6" (NOT SHOWN) - Z Q _ T.O.W. SEE PLAN O J i5 O 8' // \\ GALV. STEEL GRATIfJ_, Q O.C. HORIZ. I I CMU WALL NOT SEE STRUCT. r SHOWN FOR CLARITY GALV. STEEL GRATING. SEE FLOOR PLAN J 0 /5 DOWELS STRUCT. FLOOR PLAN d W cr O 12' O.C. I T.O.W. - T.O.W. = O I�CMU WALL, SIM. T.O. GRATE 3/16" T.O. GRATE V < S-4 I N � o 4• 5/6" DIA. x 4" EMBED HILTI 3/6" DIA x 3" Z I KWIK BOLT II STAINLESS HEADED ANCHOR L J N O /5 O 6' O.C. HORIZ. I STEEL EXPANSION ANCHORS STUDS O 16"O.C. � LJ w /5 O 12" O.C. O 1'-6" O.C., CTRD. GALV. EMBED ANGLE, Q ]C o GALVANIZED STEEL IN ANGLE VERTICAL LEG Q I N T.O.SL. FOOT TRAFFIC I DISCONTINUE CHAMFER STRIP L4x3x1/4" LLV 3 < SEE PLAN 5 DOWELS O 12' GRATING, SEE GEN. I AT ELEVATED SLAB FDN. WALL AND Z w O.C., CTRD. IN WALL STRUCT. NOTES I L3x3x,/4" GALV. REINF., SEE /5 VERTS. O 12' O.C. ) SUPPORT ANGLE - Z T.O.SL. FDN. WALL AND FOUNDATION PUN Q Ld 5 O 12" O.C. - VARIES REINF., SEE J U VARIES FOUNDATION PLAN W } F- s /s o 12" D.C. L /s o 1z" C. TYPE A TYPE-@ N = N 0 1 _ T.O.SL. / (® FOOT TRAFFIC AREAS) (® VEHICLE TRAFFIC AREAS) m w vi /^/�., 1 SEE PLAN SUPPORT ANGLE,J ELEVATED SLAB AND y / B.O.F.-_ TYPE A, PER REINF., PER _ Q 62.10 0l DETAIL 1/5-5, TYP. DTL. B/S-4 NOTES: Z SUBGRADE PREP. 1. PROVIDE 2" (MIN.) HORIZONTAL BEARING FOR STEEL GRATING. Q j AND REQUIREMENTS, FDN. WALL AND REINF.� /5• DOWELS O 12" O.C., m (2) /5 PER DTL. E/S-4 CTRD. IN WALL LAPPED TO 2. WIDTH OF GRATING SHALL NOT EXCEED 3'-0". PER DTL. B/S-4 3. MATERIAL FOR SUPPORTS OF GALV. STEEL GRATING TO BE SAME AS GRATING,EXCEPT METAL w 12' SLAB REINF. /5 -� O 12" O.C. -6" SUPPORTS THAT ARE EMBEDDED IN CONCRETE SHALL UI TYPE 316 STAINLESS STEEL. 0 s" 4. PROVIDE MISCELLANEOUS GRATING FASTENERS AS REQUIRED. 5. THE HORIZONTAL N BE LESS THAN I GREATER IOT BETWEEN NOR GRATING RGTHAN O] AND 2TING SUPPORTS SHALL n 6. ALL GRATING SECTIONS, WHEN IN PLACE, SHALL ALWAYS BE FIRMLY ANCHORED TO PROJECT 7.0 No. SUBGRADE PREP. AND REQUIREMENTS, 7. BAND ALL EDGES WITH 3/16' x DEPTH OF BEARING BAR. 01 .040 g PER DTL. B/S-4 6. SEE SPECIFICATIONS AND GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. SHEET NUMBER 0 52 n FOUNDATION DETAIL FOUNDATION DETAIL FLOOR DETAIL LEDGER DETAIL DRAWING NUMBER S-1 SCALE: 3/44- - 1-0 S-1 SCALE: 3 4 1--0• S-2 SCALE: 3/4�= 1'-0• S-2 SCALE: NTS S-2 S-2 S—5 30 CORNER BARS TO MATCH mo" SIZE AND SPACING & LAP <m TO HORIZ. REINF., U.N.O. zii� Nz STD. HOOK,TYP. DACOIV318 PER RECORD DRAWING a o- STD. HOOK O DOWELS O o PER ACI 318 L VKO O FACE OF CONC. 0`�0 �Y CORNER BARS FOOTING TO MATCH a a LONGITUDINAL REINF. g FOUNDATION TT HORIZ. WALL WALL F''{j a 311/hb �T^ REINF. T� & O MATCH SIZE ABOVE #5 TRANS. O NG & LAP TO STEP FACE Z. REINF, U.N.O. pp DOWELS TO MATCH \K- 1 SIZEAND SPACING PLAN SECTION - CORNER PLAN SECTION - INTERSECTION SEE F. isOF LONG. REINF.INTERSECTING SINGLE MAN5 FOOTINGMATCH LONG. w \ +11'Z"E BARS IN MATCH / SPACING & LAP BARS a JOINT SEALANT, . REINF, U.N.O. > / SEE SPECS + PLAN SECTION — CORNER PLAN SECTION — INTERSECTION OK O DOWELS STD. HOOK O 318 O A�IVELS 318 PER #5 Z-BARS W/ STD. 90' HOOKS MATCH LONG. Y BARS NOTES: STD. 99 HOOKS _1. TRANSVERSE & DOWEL REINF. NOT SHOWN, SEE FDN. DETAILS. '1' 1.) SEE FLOOR PLANS FOR APPROX. JOINT LOCATION & SPACIN �-SEE SM. S-O, GENERAL STRUCTURAL NOTES, FOR LAP LENGTHS. 10 ORIZ. WALL u a REINF. g N5 2.) SAWCUT SLAB WITHIN 12 HOURS OF INITIAL FLOATING. VOF O MATCH SIZE MATCH LONG. BARS C G & LAP TO 5 w . REINF, U.N.O. m FTG. CORNER REINF. DETAIL STEP FOOTING DETAIL �SLAB CONTRACTION JOINT (SCJ) S-0 SCALE: NTS PLAN SECTION — CORNER PLAN SECTION — INTERSECTION S-1 S_I DOUBLE MAT SCALE: NTS S-2 SCALE: NTSTFITU S-8 S-8 S-8 1. 1. 6" SLAB-ON-GRADE SEE SHT. S-O, GENERAL STRUCTURAL NOTES FOR LAP LENGTHS. apY w W/ /4 O 16" O.C. EA. WAY, CTRD. IN n FDN. WALL CORNER REINF. DETAIL T.O.SL. SEE SLAB n O S-O SCALE: NTS FLR. PLAN 1 S-6 e S-7 I THICKEN SLAB & EXTEND g Y ACROSS TOP OF FND. 4" IMPORTED GRANULAR FILL, WALL O OPNG. LAP EXTERIOR SLAB, BLOCKOUT TOP w a� STRUCTURAL FILL, COMPACTED IN 8" MAX. SEE FDN. PLAN OPi_ ENINGI OF END. WALL O OPENING ~' LIFTS TO 95% OF AAS14TO T-99 COMPACTED IN 8" MAX. TERMINATE VERT. PROCTOR. SEE GENERAL T.O.SL. SEE LIFTS TO 985 OF AASHTO T-99 STRUCT. FOR REQU. REINFORCING INTERUPPTED & HORIZ. WALL R- t PROCTOR. SEE GENERAL I I N I FUR. PLANtL_ REINF. O BY OPENING -r OPENING STRUCT. FOR REQU. I I I I I =}}�f/-zl�}}- 3t COAT W/BOND O d ��= sr�= OPNC. AS REQ'D - - < _ff FND. WALL & HORIZ. REINF. n 6 SLAB-ON-GRADE --,fir - �r i m BEDLOW BLOCKOUT BREAKER AQ FTG., SEE DN. MATCH SIZE & END. WALL S-4 SCALE: NTS II II Z PROVIDE BARS W/ AREA !>\�L J�/= NUMBER E S-8 --�L J k-- EOUAL TO INTERUPPTED IT ,11 DETAILS IT __ 11 REINF. PLACE 1/2 OF THIS =ff!I _ _- TEMINATED BARS - ff f - REINF. EA. SIDE OF OPNG. I I I I I REINFORCING CONTINUOUS ACROSS JOINT I II O 3" MAX. SPACING. I X/ I ELEVATION DIAMETERS PROVIDE (1)/5x4'-O" DIAGONAL O STAGGER SPLICES MIN. 40 BAR UNLESS INDICATED OTHERWISE. I I I I a EA. LAYER OF REINF- 4 CORNERS SECTIO f 8 ------- EXTEND PROVIDE (1)/5x5'-0" DIAGONAL O EXTEND LAP EA. LAYER OF REINF- 4 SIDES. LAP SPLICE OMIT FOR OPENING DIAMETER < 12" SPLICE TYPICAL TYPICAL p `` o �\ �. LAP REINFORCING AS INDICATED ON PLANS CONSTRUCTION JOINT, ®_SLAB/FND. WALL @ WALL OPNG. ROUGHEN TO 1/4" S-2 AMPLITUDE & COAT REINF. FOR OPNGS. IN WALLS & SLABS 5-6 SCALE: NTS PLAN W/ BONDING AGENT S-0 SCALE: NTS Z S-2 Q S-5 N 661 VERTICAL CONSTRUCTION JOINT S-6 o a S-1 SCALE. NTS S-8 EXISTING TOW _J p 78.00 SPILLWAY ROUGHEN FACE OF EXISTINGOf Z JT. REINF,PRE FAB 12 CONNECTION OF NEW FDN. WALL BEYOND ON. WALL TO 1/4" zw) O CORNER SPLICE - 12' FDN. WALL TO EXISTING AMPLITUDE O FACE EA. WAY RETAINING WALL, SLOPE SI OF NEW FDN. WALL 1/2- PREMOLDED JOINT V) PER DTL. 11/S-6, + EXISTING RETAINING FILLER (PJF) � Z \ ' TYP OF 2 p to EXISTING WALL AND REINF. F- p LINE OF DEMO RETAINING T.O.SL. L+J O 'l HOIRZ. WALL �5 O 9" O.C. HORIZ., VARIES w O O EXISTING WALL WALL n �� REINF., PER CTRD. IN WALL _ ✓' CUT SIDE DTL. E/S-4 Q I NOF BLOCK E_�` - EXTERIOR SLAB-ON- Z w GROUT THESE I. -- AT CONNECTION OF NEW - tY IDtli \ VERT.CORES o CORNER. 8 SEE FLR. PLAN BADE Z w FDN. WALLS TO EXIST. RETAINING PROVIDE(1)/5 AS INDICATED I WALL, STAGGER DRILL AND Q 1 I W/MATCHING FDN. DOWELS EPDXY HORIZ. DOWELS 6" O.C. � J I N5 DOWELS O 12" O.C., LLJ Q T.O.EXIST. = >_ o I SLAB=65.30, CTRD. IN WALL \ - - NO = N wBOND BEAMS W/2-REBARS FIELD VERIFY W Y ATTACH DN. WALL TO EXIST. T.O.F. SEE Q m I BONG BEAMS w/ t-KEBABS LINE OF DEMO O VERTICAL WALL �a O 18" D.C., j3 EXISTING FOOTING RETAINING WALL W/ /5x2'-O" REINF., NOT FDN. PLAN TRANSVERSE Z Z m I O 12" O.C., W/ 6" SHOWN FOR o Q - I EMBEDMENT DRILLED CLARITY h AND EPDXIED (HILTI HIT HY150 OR w n LONGITUDINAL EQUIVALENT). WALLREINFO. (3) #4 LONG CONT. 0 U m T.O.SL = REFER TO SITE/CIVIL FOR LOCATIONS OF STRUCTURAL FILL, STD. JOINT REINF. BOND BEAM REINF. 62•10 ALL OPNGS. IN FOUNDATION WALL REINFORCE COMPACTED IN e' MAX. n 2'-0" O PLAN OPENINGS PER DETAIL 7/S-6. LIFTS TO 98% AASHTO T 9I, i PROJECT N0. PROCTOR. SEE GENERAL 0417.040 STRUCT. FOR REQU. SHEET NUMBER MASONRY WALL CORNER io FOUNDATION DETAIL i i FOUNDATION DETAIL DRAWING NUMBER FOUNDATION DETAIL 53 S-2 SCALE: NTS S-1 SCALE: NTS - SCALE: NTS S-1 SCALE: NTS S-8 S_2 S_6 mom �Wisc f` 23'_0• 6" RECORD D RA W I N G =�o� o T.O.F. _ I nflz Su w N� 63.00 (A.B.) I I � - FDN. WALL S-6 INTER.. TYP. �I SECURITY FENCE 1.5 z"� „+<% EE aw^ -Z; w PO SHOWN, S T 76.30 1 z�z � 4• ` •• " T.O.W. PER MANUF. PER MANUF. a \ _ • - - _ LORE 1 p a.. a • ed ° 1 I� d •1 I c 1� IF Iq - a e SEGMENTAL CONCRETE 1 9 • d °- RETAINING UNITS, SEE r •• SPECIFICATIONS le• dl T.O.SL.e d 1 NOTE 1, Q 4" ET SLAB � R c • PENETRATION '? NI 1 1 .I '.1�• ° a COORDINATE v - wm idl '• W/ GATE MANUF. w w 63.00 lA.B.) - t i b SEE GENERAL STRUCT w BACK-FILLNOTES FOR 'J 1 )° � N N a 1 EXTERIOR GUARD POST, REQUIREMENTS NOTIE- �� o NOTE 0 63.00 (A.B.) i TASL .1e SEE SITE/CIVIL. TYP. a + - BACKS ALLOWED) C N 1 3 1 \ a 1 4 3 \ \ \.cO <'I �• 4" PERFORATED SLOTTED w Fn o w w UNDERDRAIN PIPE, z CONTINUOUS, DAYLIGHTEP z u i PER SHT. 1-2 "' _ I,_ 6" STRUCTURAL FILL, �" m- a COMPACTED TO 98% 5�- • OF AASHTO T-99 gg 2 FDN. WALL ROVIDE ADD'L. REINF. R S-6 CORNER O SLAB OPNGS. PER 3'-6" 4'-6" DETAIL 7/S-6, SEE SITE/CML FOR ACCESS COVER NOTE: SEE SHEET 1-2 FOR RETAINING WALL LOCATION, LL DIMENSIONS, AND ELEVATIONS W MOTE: NOTE, ~ 1. REFER TO SITE/CML FOR L T S AND GATE/PIPE DETAILS OF ALL OPENINGS. REINFORCE 1. REFER TO STTE/CML FOR LOCATIONS AND GATE/PIPE DETAILS OF ALL OPENINGS. REINFORCE (]� OPENINGS PER DETAIL 7/S OPENINGS PER DETAIL 7/S-6. w n SEGMENTAL RETAINING WALL SECTION & 1 RTIAL FOUNDATION PLAN r2\PARTIAL STRUCTURAL FLOOR PLAN f I-2 SCALE: NTS S-2 SCALE: NTS S-1 S-1 ALE: NTS S_2 � s6 ATTACH FDN. WALL TO EXIST. RETAINING WALL W/ #5x2"-0", W/ 6" EMBEDMENT DRILLED & EPDXIED (HILTI HIT HY 150 OR EQUNALENT). LAP TO LONGITUDINAL FOUNDATION WALL REINFORCING /5 DRILLED & HORIZ. WALL REINF., � a EPDXIED DOWELS, PER DTL. 4/S-7 SEE PUN T.O.W. T.O.W.. SEE PER DTL D/S-4 —�-� SITE/CIVIL ✓ii d VARIES EXIST. RETAINING /5 O 6" O.G. WALL & REINF. EACH WAY T.O. EXIST. T.O.SL. = SEE GENERAL STRUCT. FTG. 75.30 NOTES FOR BACK-FILL 65. REQUIREMENTS VERIFY D.C.,ERTS EACH OFACE" N6 VERTS. O 12" O.C. EA.OFACE O.C., EA O CE O.C., Q EXIST. FTG. EXTEND VERT. (J6 VERTS. O 12" O.C. z Q U H AND REINF. INTO TOP Z N ATTACH FTG. TO EXIST. SLAB 6" ADD'L REINF. O O J OPENINGS PER FTG. W/ (8) #5X2'-O" 1 T.O.F.- 1-4" 5 VERTS. O F- � DETAIL 7/S-6 1'-0" 1'_p'• MS VERTS. O w W/ 6" EMBEDMENT, T&B. E0 v 12.O.C. 12"O.C. > p SEE GENERAL w DRILLED & EPDXIED (HIITI •I' 63.00 (A.B.) TYR. W z STRUCT. NOTES W J O HIT HY 150 OR EQUIV.) FOR CT. NOTES UP TO LONG. FTG. REINF. FTG. AND STEP REINF., REQUIREMENTS SEE GENERAL STRUCT. PER DETAIL REINF. PER NOTES FOR BACK-FILL U F- DTL. 4/S-7 REQUIREMENTS 3/S-6. SIM. \ O NS HORI2. O �'7�DOWELS O 6" O.C. O' Z _ 12" O.C., EACH FACE W' -SUBGRADE PREP. ..�� W N O & REQUIREMENTS 6! DOWELS O 6"O.C. 5.L DOWELS O 12" O.C. ^ PER DETAIL B/S-4 M6 DOWELS O r/-^T 00 6' O.C., TYP. /5 DOWELS O / N FOUNDATION DETAIL 12" O.C., TYP. d5 L DOWELS a O 12' O.C. z w ° S-t SCALE: 1/2" = 1'-0" N N5 O 12" O.C. LONG., Z LJ n _ T & B. EXTEND TOP Q u w 1/2" PJF CL TRENCH 4 /5 O 12" O.C. - -10 BARS 2'-7" (MIN.) 2•_0" J �- INTO INTAKE FOOTING Lai Q GRATED TRENCH, SEE SITE/CML FOR SIZE TYP. LONG., T & B __ T.O.F.SEF �I = N CMU WALL, BEYOND T. T.O.F. Lp;Hg FDN. PLAn�- O INTERIOR 1'_4• 50 T.O.GRATE, 63.00 (A.B.) 63.00 (A.B.) a io m w I SLAB- SEE SITE CML ON I Y FA.O Y, O.C., - � i VARIES o ,.•._. ,- -.. '.,' U. WAY. T & B �'S O 12" O.C.. - - - TRANSVERSE, - m T & B 1 /5 O 12" O.C.,J Q Z k'C4c. T TRANSVERSE. w 7 6" � O _J T I SUBCRADE PREP. & 1 REQUIREMENTS PER SUBGRADE PREP. 4" IMPORTED GRANULAR FILL, DETAIL B/S-4 & TAILREW B PER g'-0" 07 � I I DETAIL B/S-4 REQUIREMENTS PPER COMPACTED IN 8" MAX. PROJECT No R7 FDN. WALL -L J` -I- DETAIL B/S-4 o � LIFTS TO 95X OF A4SHT0 T-99 PROCTOR. SEE GENERAL OXt 7.04o g STRUCT. FOR REQU. 0 /4_L U-BARS 1 12 O.C. SHEET NUMBER 4" PVC DRAIN PIPE, (s) N4 LONG' r31FOUNDATION DETAIL �41 FOUNDATION DETAIL �51 FOUNDATION DETAIL 54 p SEE SITE/CML - SCALE: 1/2" = 1'-�" - SCALE: 3 4 = t-0 S-1 SCALE: 3 4' DRAWING NUMBER TRENCH DRAIN DETAIL S-2 S-7 S-2 SCALE: NTS o ROOF FRAMING, NOT mSx SHOWN FOR CLARITY PRECAST BM., mo CORE DRILL HOLES O 2'-0" BY PRECASTER z; > (MAX.) O.C.. C. A IN HOLLOW Q SHOWN FOR o 0 N4 EA. JOINT, CORE CELL, AND GROUT IN 3/4� CHAMFERED p�ij �� CORE DRILL HOLES O 2'-0" LAPPED 1'-7' MIN. TO END PRECAST TER w 30 k5x 1' 4 VERTS. BY PRECASTER a W W z 0 (MAX.) D.C., CTRD. IN HOLLOW TYP. JT. REINF. ROOFING/RIGID ' wwiJ� 1Y CORE CELL, AND GROUT IN 8' PRECAST HOLLOW 1 I =0 0 8" PRECAST HOLLOW (2) b4 LONG.. CONT. a CORE (H.C.) SLAB, /5x1'-4 VERTS. #4 S9�FA. JOINT CORE (H.C.) SLAB. INSULATION PER ARCH. COUPLING NUT COUPLING• SEE FRAMING PLAN DRILLED h EPDXIED, GROUT O TOP OF JOINT SEE FRAMING PLAN I I I I ALTERNATE DIRECTION I I I ROOFING/RIGID ROOFING/RIGID NUT _=`{t a3 3 11 INSULATION PER ARCH. d4 BETWCONTEEN OJT. INSULATION PER ARCH. BEIWEEN H.C. GROUT DAM SECTIONS GROUT DAM ' I i '� r � 'as IPRECASTER) (2)1` IDEA. THREADED a_w c T.O.W. - 1 1/2� MAX., DRY I I - � 87.07 I PACK GROUP TO MATCH ROD W/ NUT k Y4 z4' i I I I z INSULATE OF CORES °D I IN-PLANE H.C. PROFILE (2)3' DIA. (I.D.) GALV. Q SQUARE PLATE WASHERS SEE PLAN PIPE SLEEVE GROUTED I I I OVERHANG CUT BLOCK TO W NON-SHRINK GROUT I I, I I I I m GROUT DAM SEE PUN 8" PRECAST HOLLOW MATCH SLOPE DER BM. PLACEMENT o CORE (H.C.) SUB, (2)1' DIA x 1'-0� CONT. BRG. (2) �4 BOND BM. I SEE FRAMING PLAN Yt� BRG, PAD 8 CMU WALL PADS (BY (2) /4 BOND BM. (BY PRECASTER) EMBED A.B. 11¢" (MIN.) NON- PRECASTER) SEALANT h BACKER (2) #4 BOND BM. SHRINK GROUT ROD, TYP. EA. SIDE U¢- (MIN.) NON- SHRINK GROUT 8" CMU WALL 8' CMU WALL & CMU WALL BRG. PAD h REINF. PER D REINF. PER i DETAIL A/S-4 p5 VERTS IN EA. (2)1' DIA x 1'-0' (BY PRECASTER) 4 i DETAIL A/S-4 CONT. BRG,P CELL, 5 CELLS (MIN.) TOTAL, EMBED A.B. 0 PADS (BY PRECAST BM., LONG. CTRD. UNDER BM. BRG. SECTION A-A ¢ n` PRECASTER) 1'-8' k STIRRUP REINF. SOLID GROUTED FULL HT. j h BY PRECASTER PROOF FRAMING DETAIL PROOF FRAMING DETAIL �1ROOF FRAMING DETAIL ABM. BEARING DETAIL 7 s-3 SCALE: NTS S-3 SCALE: NTS - S-3 SCALE: NTS 5-3 SCALE: NTS w�oz m BOND BEAM ce z ] N e WALL VERTS EXTEND REINF. CONT. TOP LINTEL REINF, TO ROTT. COURSE TYPU UAL• B SEE SECTION B-B - SOLID GROUTED LINTEL. TOP REINF. gg rl (2) #4 z (L3 €9{ R BOTT. LINTEL REINF., r ROOFING/INSULATION SEE SECTION B-B Z NOT SHOWN d o 0 8* PRECAST HOLLOW -� w � CORE SUB, SEE #4 CONT. O JT. BETWEEN TYP. MASONRY � F ROOF FRMG. PLAN H.C. SECTIONS WALL REINF., 0 55 pg' T. .PUNK SEE FDN. PLAN = `- VARIES 0.0 O O STD. JOINT REINF. t 0. . E�= SEE LARCHL EXTEND ADD'LC RENT. n N ^0 8 PROVIDE MIN. CELL OPNG. FOR H W/ LINTEL REINF. £ VERTS. THRU SOLDIER COURSE $ GROUT JOINT / AI JAMB REINF. IN C C BOTV REINF. GROUTED CELLS (2) A4 SECTION B-B SEALANT AND BACKER ROD B CLEAR OPENING, SEE PLAN B LINTEL LENGTH *IN -4� - LINTEL ABOVE m o 3 LINTEL EACH SIDE 1 L� /� REINF o x w o .. �21 FT.C. JOINT DETAIL 11..I EMEND JAMB REINF. FROM BOTTOM OF WALL TO BOND BEAM O ROOF 3 s-3 SCALE: NTS (1)/5 EDGE OF GROUTED OPNG. Q CELLS, Z NOTE 1 SECTION C-C a MASONRY LINTEL JAMB J16 0 � a S-3 SCALE: NTS o J w L7 � Of Z_ � :2 (n ll� W U W W N O H- W O no Q Y b z N Z W a Q :D 4 J U Eli Q IV = cr O 1n m N Y J Z ~ a ? m I w O S [n U Q M PROJECT NO. s RECORD DRAWING SHEET NUMBER I 0417.040 O 55 n a DRAWING NUMBER O S-8 mom Q m U 2 a4 a M. Nz 40'-0" a Zo w U U�V O o �Y 4'-0" 8'-0" 4'-0" 8'-0" 4'-0" e'-O" 0 SEE ARCH. FOR INSULATION IN CELLS _- a3311��p FAN. JOINT REINF. O 16" O.C. FTG. WALL 8'CMU WALL, CTRD. CORNER CORNER T.O . T.O.SL. r win a%= ON FDN. WALL ACE awe'-+='2; TYP ---- 5209.95 �5 O 32"O.C. /5x5'-0" FON. DOWEL, EMBED � z 2-6 r -t-- - --- - ---- ---- ----- ---- -------- - l VERTICAL REINF. VERT REINF., EMBED AS MATCH CMU h' ( I CTRD. IN FDN. WALL IIg lw� T.O.F. = A4 HOTT_ BOND BM. ------- ---- I 5206.12 O BOTTOM OF WALL F P--- N -------�--- 1 I OL T.O.F. = I T.O.SL. W I I TYP. & 48" O.C., MAX. 5206.12 5209.70 I 1x4 CHAMFER BOARD o TYP. I I N� j I I W/ BEVELED EDGEKIR FILLER PRE MOLDED JOINT w I PJF) R T.O.SL. = SEE N. SLAB PLAN z_ / I I 4 SLAB CONTROL _I wm o SLOPE SLOPE I S-6 JT. (SCJ), TYP. - o SLAB-ON GRADE & SUBGRADE PREP. & I _ SCJ oiv I IIIIi IIII / - -�- - \- - Sri II IIII ' . & REQUIR EMENTS FLOOR DRAIN -) 7 I Ll 8SL. TYP. O 5O2095 DOOR N4 DOWELS O 18" O.C. OPNGS. BACK-FILL #4 O 10"O.C. HORIZ. REQUIREMENTS PROVIDE ADD REINF. PER SPECS 8o - i IN SOLID GROUTED CELLS o (3) r4 LONG. CONT. ??Y�� w z i .o I I BTEAM BRG.ER�MOE MONORAIL Y #4 O 18" O.C., w m I i I T.O.F. SEE TRANSVERSE EMS 3 I PER. DTL. 1/S-10, TYP. z u v „ \ i I FDN. SLAB PLAN w N rn I o I I 00' ° ° COMPACTED TO10 STRUCTURAL L98% 5� SCJ — — _ _ l_ ._ ,. -. _ SCJ _ I I 7 RELIN�TYP. �PNG. Oqt�. o B = 2'-0" PER AASHTO T-99 S-s LY'do z 8" I I EXCAVATE SOIL BELOW o�p00 IN 8" (MAX.) LIFTS - I I I of FIGS. TO A DEPTH "D" o o REQUIRED TO REACH "� O w � REINFORCED NATIVE GRAVELLY SAND, Ov0°ti SLOPE SLOPE I 'I O 3I I S-9 -GRADE ASSUMED TO BE TO BE VERIFIED ( FT. BELOW GRADE (AL \ IED BY CEOTECHNICAL I I I \ I ENGINEER) I . a FLOOR DRAIN I I CMU LINTEL ABOVE,I RE-COMPACT NATIVEI SEE DETAIL 3 S-8, TYP. NATIVE GRAVELLY SAND a TO. p SUBGRADETO 98% MIN. -995209.70 n SOIL (TO BE VERIFIED XCA. WIDTH PER AASHTO T BY GEOTECHNICAL -------- - ----------------- ------- J ENGINEER) K_A� FOUNDATION SECTION \L - --- i oa --------- --- -- -- ---- ----- ---- ---"TjOSL..9;_ - SCALE: 34 = 1-0 EXTERIOR LANDING L SUB-ON-GRADE, T.O.SL. = SEE NOTE 2 MASONRY 9 5209.95 CORNER, a ; TYP. S-6 4'-8" 3 TYP. d 16'-0" 8'-0" 4'-0" 8'-0" i $ o o O U J NOTES: 5" SLAB-ON-GRADE Q 1. REFER TO SITE/CIVIL FOR LOCATIONS OF ALL OPENINGS IN SLAB, PROVIDE ADD'L REINF. AT SLAB W/ #4 O 16" O.C. Z w OPENINGS PER DETAIL 7/S-6, TYP. EA WAY Q p 2. PROVIDE 5"x5'-0" EXTERIOR SLAB-ON-GRADE APRON W/ FIBERMESH, SLOPE AWAY FROM BUILDING 2% (MIN.). PROVIDE SLAB CONTROL JOINTS O 6'-0" O.C. (MAX.) PER DETAIL 4/S-6. SEE PLAN :m Z Q � J J d Z 4" IMPORTED GRANULAR FILL, a_ Q m COMPACTED IN 8" MAX. J CONNECTION BUILDING - FOUNDATION/SLAB PLAN } LIFTS TO 95% OF AASHTO T-99 N SCALE: 1 4" = 1'-0" . _ PROCTOR. SEE GENERAL (/) 2: 1-1STRUCT. FOR REQU. O Z STRUCTURAL FILL, COMPACTED-/ , af to p IN 8" MAX. LIFTS TO 95% OF AASHTO W N T-99 PROCTOR. SEE GENERAL NATIVE SILTY CLAY I-- - Q g COMPACTED TO 957. OF Q N Z STRUCT. FOR REQU. m AASHITO T-99 PROCTOR Q p w O n 5" SLAB-ON-GRADE a SCALE: NTS :2 J w a z J_ IV } v O = p m m m VI N Z Z O 1 : U w L..1 O Z Q m U n 0 I PROJECT NO. s 0417.040 RECORD DRAWING 56 U NU SHEET MBER f` a DRAWING NUMBER S-9 m0 �wZ'j j O �o 40,_0 Oc"i 2-0" ROOF SHEATHING, TYP. SEE ROOF FRMG. PLAN rc 6d's o 6" D.C. 2X FULL DEPTH BLKG. BEVEL TOP (3) 1 1/2" DIA VENT HOLES, PER ARCH. FOOR2VENT HO RE REQU.70 o N D W 1: P ROOF ETRUSS,PRE-ENGINEERED o x ROOF FRAMING PLAN T.O.W. SIMPSON H10, TYP. EA TRUSS 2x4 HIP, TYP. 5221.95 -- -- - - 1 ` (2) 10d's O 12"O.C., STAGGER 6"O.C. 10d TOENAILS O 4" O.C. (2) 2x8 P.T. TOP PLATE. CONT. OM POND 5 5/8" DIA. x10"ANCHOR - (2) /4 CONT. O 1 R 0 BOLT O 32" O.C. TOP BOND BM. (COUNTERSINK AT J 1 I TOP PLATE) a 8 0. " CMU WALL /5 O 32" D.C. VERT. g 1 N I I I LINTEL BELOW, SEE CL HOI I -- - - -BUI -UP ONO L B M. NO L.1- - - -- / 1 1 FDN./SLAB PLAN, TYP. II - (BE OW R F TR SS) - rAIROOF FRAMING DETAIL II I TF_ - SCALE: 1" = V-0" HOIST RAIL •i 1 BRG. CONN., I I S-10 TYP. OF 4 N o m 0 11I I RI GE - - - -- 1 - I - BUI -UP ONO IL B NO E 2 w'XN n 11 RECORD DRAWING (BE OW R OF TR SS) die 5� CL HOIST I I 11 PRE NGIN RED WOOD USS 2'- MAX O.C. 1 B I 8d's 06" O.C. QW � TYP. S-10 1 ROOF SHEATHING, SEE 2X FULL DEPTH BLOCKING ���•,,!! aI I ROOF FRAMING PLAN SIMPSON A35 1� o inl 1 ROOF FRAMMING,pSEE O 2'-0" O.C. T.O.D. I I 1 VARIES Q Q� gs (2) 2x8 P.T. TOP - It PLATE, CONT. i r II 2x4 LOOKOUTS O 24" MAX. O.C., TYP. T.O.W. _ - (2) 10d's, TYP. a VARIES � (2) 10d's O 12" O.C., STAGGER 6" O.C- c i 'rZ i i I I 5/8" DIA. x 7" EMBED � �PRE-ENGINEERED ANCHOR BOLT O 32" O.C. ii ROOF TRUSS, SEE a (2) 4 CONT. O ROOF FRMG. PLAN 5/8"APA RATED STRUCTURAL TOP BOND BM. f 3. SHEATHING W/ 8d's O 6" O.C. EDGE., CUT BLOCK TO 12. O.C. FIELD, UNBLOCKED, SEE #5 O 32" O.C. VERT. g•CMU WALL SLOPE WITH POURED 4 GENERAL STRUCTURAL NOTES FOR GROUT CAP POURED ADDITIONAL REQUIREMENTS o W/ BOND BM. qQ i g 1. BUILT-UP MONORAIL BEAM PER DETAIL 3/S-10 FOR 1-TON HOIST AND TROLLEY. u 2. BUILT-UP MONORAIL BEAM PER DETAIL 3/S-10 FOR 2-TON HOIST AND TROLLEY. N Z CONNECTION BUILDING - ROOF FRAMING PLAN �,.;,.�-- �81ROOF FRAMING DETAIL a Z SCALE: 1" = 1'-0" c w V7 SCALE: 1 4 1-0 Z O O m Z Q (8) 5/8" DIA HIT-A ROD 2"TYP. � STL. BACK PL. ANCHOR x 4Yi EMBED. EDGE DIST, Z J DRILLED AND EPDXIED, SHEAR PL. k BOLTS HILTI HIT HY150 � M 2 PER DETAIL 2/S-10 3/8" SHEAR PL, TYP. ROOF FRAMING ABOVE, V, T.O.S. _ _ T.O.S. = NOT SHOWN FOR CLARITY c) Z ' S222.08 O Z 5222.08 � -_ _-_-- 1/2•STL. HACK PL. p OVER .3 CTR'D. 05 VERTS IN EA. F T� 0•S-� OVER MONORAIL L N CELL, 4 CELLS (MIN.) TOTAL, EXISTING = TYP 5222.08 Lv N yi x 4" HIGH CMU WALL 5/16 ~ U- o CTRD. UNDER BM. BRG. x FLANGE WIDTH + Q 0 N SOLID GROUTED FULL HT. } WELDED STOP PLATE ♦ ♦ ,n O a (8) EPDXY ♦ in v Q 1 LL ANCHORS4 a J O SEE 1/S-10 FOR L.,J } Z CONNECTION PL. IV Q 3 CMU LINTEL k Q ONORAIL BM., O = J REINF., SEE N SEE ROOF MONORAIL BM., SEE CMU WALL & m FDN. PLAN S FRAMING PLAN ROOF FRAMING PLAN REINF., SEE m ONORAIL BM., SEE Y." x 4" HIGH x FLANGE FDN. PLAN rn iv ROOF FRAMING NOT JCL OF BM. ROOF FRAMING PLAN WIDTH WELDED STOP PLATE Z �n w SHOWN FOR CLARITY J h BACK PL. (4) 7/8" DIA. A325- S20x66 MONORAIL BEAM Q m 2'-0" BOLTS, IN SHORT w C.) SLOTTED HORIZ. HOLES N z HOIST 8 TROLLEY Z " BELOW, NOT SHOWN FOR TY, SEE PROCESS/PIPING m Z S SECTION 2" C�PILANS FOR REQUIREMENTS O ELEVATION A—A TYP. 3 —ECT No- n 41 0 I SHEET NUMBER O MONORAIL CONN. DETAIL - MONORAIL CONN. DETAIL MONORAIL CONN. DETAIL DRAWING TNUYBER o SCALE: NTS SCALE: NTS SCALE: 1" = 1'-0" S_10 - x w�p m0 VIZ NOTES (ALL ELECTRICAL SHEETS) ==oIo ABBREVIATIONS ELECTRICAL SYMBOL LEGEND A STANDARD LIST.NOT ALL WORDS APPEAR IN THESE DRAWINGS. - a E 1. Zo 1. CONTRACTOR SHALL VERIFY LOCATION AND REQUIREMENTS OF ALL ELECTRICAL W A or AMP AMPERES MCC MOTOR CONTROL CENTER 1. THESE SYMBOLS COMPRISE A STANDARD UST:NOT ALL SYMBOLS APPEAR ON THIS PROJECT. w�'o 2. All MOUNTING HEIGHTS ARE TO CENTER OF DEVICE ABOVE FINISHED FLOOR MOUNTINC HEIGHTS DEVICES PRIOR TO BID, ROUGH-IN AND INSTALLATION. AC ALTERNATING CURRENT MCP MOTOR CIRCUIT PROTECTOR INDCATED ON ARCHITECTURAL WALL ELEVATIONS OR AS NOTED SPECIFICALLY ON THE DRAWINGS a A/C AIR CONDITIONING MOP MAIN DISTRIBUTION PANEL OR IN THE SPFCFICATICNS SHALL TAKE PRECEDENCE OVER MOUNTING HEIGHTS LISTED BELOW, 2, CONTRACTOR SHALL IN ROUTING ALL CIRCUITS, INCREASE CONDUCTOR AND CONDUIT AFF ABOVE FINISHED FLOOR MECH MECHANICAL SIZE TO ALLOW FOR 3%(MAX.)VOLTAGE DROP, SHOULD THE CONTRACTOR EXCEED AHU AIR HANDLING UNIT MH METAL HALIDE HT HTG' THE ROUTING INDICATED ON DRAWINGS.THE ENGINEER OF RECORD MUST BE NOTIFIED a33/yl�� ATS AUTOMATIC TRANSFER SWITCH MIN MINIMUM CEILING LIGHT FIXTURE,CAPITAL LTR IG IN WRITING PRIOR TO ANY DEVIATION FROM THE APPROVED PLAN CHECK(PERMIT AL ALUMINUM MFG MANUFACTURER O PALIGNEL AND APPLIANCE INOICAIE3 FIXTURE 1lPE,SHALL 11R PANEL SET DRAWINGS. INDICATES SWITCHING.DIAGONAL LINE ) MSS MOTOR STARTER SWITCH INDICATES RECESSED,STEM INDICATES SPECIAL EQUIPMENT CABINET BKR BREAKER MTD MOUNTED WALL MOUNTED. o AS NOTED. 3. MOUNT ALL POWER RECEPTACLES AT+48'UNLESS SHOWN OTHERWISE.ALL �- �< BPS BOLTED PRESSURE SWITCH RECEPTACLES SHALL BE GET TYPE. EXTERIOR RECEPTACLES SHALL BE PROVIDED WITH N NEW CEILING MOUNTED JUNCTION BOX,STEM MOTOR. NUMBER REFERS TO WEATHERPROOF COVER. C CONDUIT NEUT NEUTRAL INDICATES WALL MOUNTED. ® MOTOR SCHEDULE IHT P` 0 CIB CIRCUIT BREAKER N.C. NORMALLY CLOSED Q SURFACE FLUORESCENT TO SCALE. fl FUSED DISCONNECT SWITCH CKT CIRCUIT NEC NATIONAL ELECTIRCAL CODE pAGONAL LINE INDICATES RECESSED- 1t to CLG CEILING NFD NON-FUSED DISCONNECT '0 COMBINATION MOTOR STARTER C C.O. CONDUIT ONLY N.O. NORMALLY OPEN T SWITCH: SINCE POLE 46' CS COMBINATION STARTER NUM or# NUMBER B THERMAL SWITCH CU COPPER N.L. NIGHT LIGHT(NON-SWITCHED) S 2 DOUBLE Pa[ 46- FM THERMOSTAT 62' CUH CABINET UNIT HEATER S 3 THREE-WAY 46- PB PUSHBUTTON DISC DISCONNECT PH PHASE DUPLEX RECEPTACLE. 18, Q1 ELECTRICAL NOTE. REFER TO SPECIFIC O DN DOWN PNL PANEL NOTES ON SAME DRAWING SHEET s 0 DPDT DOUBLE POLE DOUBLE THROW PR.SW. PRESSURE SWITCH TELEPHONE OUTLET 18• P-1.3.5 HOME RUN TO PANELBOARD. CROSS W Q DWG DRAWING PRV POWER ROOF VENTILATOR * MARKS INDICATE QUANTITY OF WIRES. PT POTENTIAL TRANSFORMER -1COMPUTER OUTLET Tom NO MARKS INDICATE TWO WIRES. o ARROWS INDICATE QUANTITY OF CKTS, EA EACH PVC POLYVINYL CHLORIDE CONDUIT NUMBERS INDICATE PANEL AND CKTS. EC ELECTRICAL CONTRACTOR PWR POWER Q FLOOR TEL/PWR OUTLET ELEC ELECTRICA ­—, CONDUIT CONCEALED IN WALL,FLOOR, EF EXHAUST FAN R/O RUNNING&OFF PILOT LIGHTS Q CABLE TELEVISION OUTLET OR CEILING EMT ELECTRICAL METALLIC TUBING RECPT RECEPTACLE �"_­,b CONDUIT UP EQUIP EQUIPMENT RM ROOM w X EXISTING RVNR REDUCED VOLTAGE NON-REVERSING TWO-TONE DOORBELL CONDUIT DOWN + RVR REDUCED VOLTAGE REVERSING W. F FRONT -- UNDERGROUND CONDUI T H N n N F/A FIRE ALARM SEE SW. ON-OFF SELECTOR SWITCH ti- FD FUSED DISCONNECT SPD SPEED FLEX FLEXIBLE CONDUIT SPEC SPECIFICATION FLR FLOOR SPST SINGLE POLE SINGLE THROW I� &S§ FLT SW FLOAT SWITCH SSPB START-STOP PUSHBUTTON FLUOR FLUORESCENT SST STAINLESS STEEL W " FLW SW FLOW SWITCH SW SWITCH '✓�n--� FVNR FULL VOLTAGE NON REVERSING SWBD SWITCHBOARD w o FVR FULL VOLTAGE REVERSING SWGR SWITCHGEAR G or GND GROUND Tor TSTAT THERMOSTAT O g GFI GROUND FAULT INTERRUPTER TTB TELEPHONE TERMINAL BOARD GRC GALVANIZED RIGID CONDUIT TIC TIME CLOCK TD TIME DELAY g HID HIGH INTENSITY DISCHARGE TEL TELEPHONE g HOA HAND-OFF-AUTOMATIC TYP TYPICAL HP HORSEPOWER TRANS TRANSFORMER HIPS HIGH PRESSURE SODIUM HTR HEATER UG UNDERGROUND HVAC HEATING.VENTILATING&AIR CONDITIONING UH UNIT HEATER HZ HERTZ a e 0 V VOLT ! n I.G. ISOLATED GROUND VA VOLT AMPERE f `� VFD VARIABLE FREQUENCY DRIVE m 13 N J J-BOX W WATT aa w p U Q m 0 kW KILOWATT w/ WITH KVA KILOVOLT AMPERE WP WEATHERPROOF W/O WITHOUT LTG LIGHTING WTR WATER Q MAG MAGNETIC STARTER XFMR TRANSFORMER Q LIT MAN MANUAL X EXISTING W J MAX MAXIMUM ZO Li J Z LIT a_ — TRANSFORMER SCHEDULE 0 SIZE PRI SEC TEMP RIS GROUN (n Z m O : TAG LOCATKMI DESCRIPTKRI KVA VOLTAGE VOLTAGE CELSIUS WINDI COND. NOTES >_ CONNECTION y (n ul T1 BLDG IOKVA WALL MOUNT 10 A80 1201240 60 CU LLJ N 0 ~ VT 0 Q N Z a LUMINAIRE SCHEDULE z a LA"PS > LL TYPE MANUFACTURER CATALOG NUMBER DESCRIPTION MOUNTING No. WATT TYPE REMARKS Q F- I A METALUX VT2-232DR-12OV-EBB1{L VAPGRTITEI SURFACE 1 2 1 32 1 TB I W/EMG BATTERY J m B ILUMARK HPWY-PL-50-120-F1 I WALL I 1 1 50 1 HPS I Li Q m a " = C ELECTRIC MOTOR SCHEDULE m Q STARTER I CONTROL U F MOTOR CTRL. BY BY WIRE � No. LOCATION DESCRIPTION HP VOLTS PHASE TYPE SIZE DEV. DN. TYPE DIV, SIZE REMARKS F- m EF-1 WALL EXHAUST FAN 01 314 120 1 MSS FRAC SP 16 MAN 16 12 Q W I REZNOR TYPE EGE,IOkW,240V, SINGLE-PHASE,120V CONTROL : J VOLTAGE MOUNTED 1'BELOW W W N EH-1 WALL ELECTRIC HEATER tOkW 210 1 NFD BOA NONE 18 THERM 18 8 CEILING 0 0 UNA SUSPENDED GAS UNIT HEATER HB 120 7 MSS FRAC SP 15 THERM 15 12 COORDINATE wADN 13 CO UH-2 SUSPENDED GAS UNIT HEATER 5 24 60 0 1 MSS BOAC SP 15 THERM 15 12 COORDINATE W/DN 1S RECORD D RA W I N G h AC-1 INTAKE AIR COMPRESSOR 5 210 1 FD A NONE 18 PRESS 11 12 COORDINATE wAN 15 PROJECT N0. I a 0417.040 ABBREVIATIONS: SHEET NUMBER I. STARTER TYPE: CONTROL DEVICE: CONTROL TYPE: < MSS MOTOR STARTER SWITCH SP SINGLE POLE SWITCH THERM THERMOSTAT O FD FUSED DISCONNECT S S.PB. START-STOP PUSHBUTTON MAN MANUAL DRAWING NUMBER CS/FD COMB.STARTER/DISCONNECT HOA HAND-OFF-AUTO OTHERS BY OTHERS = MCC MOTOR CONTROL CENTER AOUA AOUASTAT RVSS REDUCED VOLTAGE SOLID-STATE E—1 mo° ROTATING POLE-MOUNTED DEBRIS imi? `HOIST WITH OVERHEAD BOOM, Zw-; a� \AOR RTe PlF T!` F' ,FNITH n 18" MIN. EDGE OF TRENCH TO BE 36" MIN. ziio Nz \\ RELOCATED UNDERGROUND �� FROM EDGE OF WATER OR SEWER 4'-6" 4'-6" �N4 �o POWER LINE (A.B.) XFMR �„ O O 1 MAX 1 MAX4 'w�� 00 NEW TOPSOIL EXISTING TOPSOIL PAD 3'-0 > 05>a �Y 4 6- XFMR UNDISTURBED EARTH I p PAD O " L o 18, b33N�y, VAULT 1-1 FRONT DOOR \ MARKING TAPE 15-18" BELOW CONTINUATION i 4'-6- PRE-SETTLING o=v>rh Y YP 37" RCP PRIMARY BYPr \ FINISHED GRADE RIMA AUB ASS \ HOLES TO BE 8" MIN. DIA. OS � 2, - !-!� M N COMPACT BACKFILL TO 90% FILL HOLES HOLES AND PIPE OF RELATIVE DENSITY WITH CONCRETE 48" MIN NWE APPROVED TRENCH SAND _ \ \ 4" BELOW & 8" ABOVE \ \ \ \ CONDUIT. COMPACT TO 90% NOTES: 1GA-2 SCREENING VAULT (DG 12" \ i RELATIVE DENSITY.MIN r�,��.;;.., �.,�.�r` ;�,.v.� 1. BARRIER TO BE 4" STEEL PIPE, 6'-0" LONG, FILLED WITH CONCRETE. R 1" C TO LCP 24" RCP PRIMARY BYPASS ; •?�ti:..x�;�`.`�,.�` = POWER CONDUIT PER NWE 2. BARRIERS ON SIDES NOT ACCESSIBLE TO VEHICLES MAY BE OMITTED. FOR CONTROLS •y.,> t.? •A�^ STANDARD 3. PROVIDE MINIMUM CLEARANCES REQUIRED BY POWER COMPANY FOR �n:�•-"�_"- MAINTENANCE. i --- FRt �''�'.�'"'"- 4. COORDINATE INSTALLATION WITH ELECTRICAL CONDUIT AND CABLES TO 4 0 12 G AVOID INTERFERENCE. zk COMMUNICATIONS 12" 5. CONTRACTOR SHALL INSTALL BARRIER. TRANSFORMER INSTALLED BY CONDUIT PER MIN. 3" OTHERS. DISCHARGE LOCAL TELEPHONE m o VAULT PCV UTILITY STANDARD -1- (2-N19 SHIELDED) VC 7 1• C TO LCP To LCP — TRENCH DETAIL TRANSFORMER BARRIER DETAIL a FOR CONTROLS SCALE: NONE SCALE: NONE - Z - I II 58 — � I ? F N UNDERGROUND POWER LINE w NOT INSTALLED HERE (A.B.) 1,200 GAL. AIR TANK �za / cn �o o¢ �7 INSTALL 2" SCHEDULE 40 PVC E n \/ / CONDUIT TO ELECTRIC UTILITY x /\ /\ ,\_ POLE. USE SCHEDULE 80 WHERE INSTALLED ON THE WEST END OF THE BUILDING (AB.) / CROSSING UNDER ROADWAY. GRAPHIC SCALE ) f / COORDINATE WITH NORTHWESTERN + p ! I / / ENERGY FOR REQUIREMENTS. INTAKE STRUCTURE ELECTRICAL DETAIL a < ,1 MOVED TO THE NORIII Wf�I 0 `I I inen�t It SCALE: 1/Y� =O — / RELOCATED POWERUNDERGROUND LINE (A.B.) � + (AB.) ' (4-#19 SHIELDED) 1" PVC TO FLOW METER // 3 ° INTAKE MH #2 - INSTALL TRANSFORMER PAD, a METER PEDESTAL, AND METER a PER NWE REQUIREMENTS. RELOCAILD UNDERGROUND UTILITY TRANSFORMER INSTALLE Z C POWER LINE (A.B.) / / / BY NORTHWESTERN ENERGY. Q / Z E - / / 0 Z >(3-250 MGM & k 1 GNU) 3" C 0 O I�\ �.,'rya uc• - - \/ - INSTALL DIRECT BURIAL SCADA C(I- _ / \ COMMUNICATION CABLE ADJACENT (I- < N TO PIPE WITH MINIMUM N -- F / / HORIZONTAL SEPARATION OF 12" V) Z a AND MINIMUM DEPTH OF 48". O U / V) F_ _— - - - - - 1 < Z W a -- a W Q N F- ^''� UNDERGROUND POWER LINE 0 = N w X / NOT INSTALLED HERE (A.B.) m LLJ I X �� a J X „J( Z " " " RECORD DRAWING N � m n 0 .PROJECT NO. O - / 0417.040 ——— _ INTAKE STRUCTURE ELECTRICAL SITE PLAN SHEET"AMBER ^ ----- --- ---------------------------------- GRAPHIC SCALE Y 8 Q + 8 59 O DRAWINC NUMBER Z IN PEEP) I inch• B tt. E_7 mo�QQ 12ZlK 6,U ��Z� NY NEMA 1 ENCLOSURE SQUARE D TYPE NOOD INTAKE BLDG o Zp PANEL' VOLTAGE.240/120 PHASE-.1 VARE.3 MAIN CAPACITY_225 AMPERES BUSSING'.CU aww ou MOUNTING-SURFACE F EEDER SIZE.34O8k1 GND CU 2"C MAIN 225A C/B LP7 =.T CM CUR 2Wy C� TO EXTERIOR BREAKER BREAKER RECEPTACLE SEE E-2 wwE wnE No. DESC11PT1aN .1. 8M AWF FOIE PNA Pd-E AMP SDE 1 EH- WAm DE9GRIYTION Na FR EH-1 1 B 8 2 A 1 20 12 RECPT-WEST 2 7 6 8 B 1 20 12 RECPT-EAST 4 5 EH-1 8 6 2 A 1 20 12 1 RECPT-SOUTH 6 7 EH-1 8 6 B 1 20 t2 LTG- 6 lb �N W e<J• 9 SPARE 20 2 A 1 20 12 EFA 10 �Qi > 11 SPARE 20 B 1 20 12 2 SCADA 12 rr � .}Z 17 AGA 2 8 2 A 1 20 12 2 FLOW METERS 14 -C` +�- 16 - 2 B 1 20 SPARE 16 �''-_ 17 GA-1-1 2 8 A 18 y44 h � i 19 - 8 B 20 2 8 40 A 22 GENERATOR RECEPTACLE (A.B.) 21 GA-1-2 24 27 - 2 8 B yy 25 GA-1-3 8 A 26 4 �m 27 2 8 B 28 B B 29 PCV-8-1-3 500 12 2 A 30 N-21 GF1 500 12 B 12-1-1 500 12 20 1 A76 36 SPARE 20 1B36 37 1P1-33 t-1 119 LP1-29 � P 39 SPARE 50 A >8 e 40 1-3LOUVER OPERATORAA (120V CONTROL) 11-21 TO WAC CONTROLS PIT _3 t-t 1'C W/PULLOORD PCV 1 wNOw w TO RN FOR USE -1-3 ; BY DIVISION 13 GENERATOR RECEPTACLE i iA Q i LP1-14 ❑f INSTALLED(AB.)GFI A B 33 R LP1-13 ✓� A A (A.H.) A x x� 1'C W/PULLCORD TO IOU ® �2B/240Y-Sfff -ENTRANCE d & F E OR USE BY DIVISION 13 -N a6 M0#f Md TRANSFER SWBCH aE - RECORD DRAWING g PANEL Pt LP1-10 SCADA RTU TO EH-1 1P1-8 S LPL-57 X HWpSTAT,11#RNOSfAi B / Gi1/rP a a HMAC CONTROLS 1 LP1-2 1 ; 1'0 EH-1 AND LOUVER OPERATOR MOVED TO NORTH SIDF OF as f BUILDING (A.B.) c w 0. 4 GRAPHIC SCALE 4 INTAKE STRUCTURE POWER & LIGHTING PLAN a - - ( IN FEET) Z Q I inch = 4 1t. ~ Z Z O Q J PANEL UPI. d 2001 MTS. CD J Z CL � � a = WP GEN. (n RECPT. Z O +� � V) Of HUMIDITY CONTROLLER 1­- 5 W PROVIDED BY OMSION 15 HEAT(120VAC) Q N 3 r MOUNTED NEXT TO 0 THERMOSTAT STALL BE CONTACTOR • a a ORCUITED TO OPEN THE NWE%FMR fY ip LOUVERS AND OPERATE THE COOLQ(110YAC) ELE RC�IIFATER AND METER Zof N EXHAUST FAN WHEN PRESET Q W ZD HUMCM IS REACHED H F- Y (I-STAGE). J O CO"(120VAC) • L LJ Q Y [ifj E I EN-1 EH-I L _ V m W 100A MNN.1 Y 120 1O DAMPER EXHAUST FAN ACTW Q ACTTOR — Z Z _J Q m m HONEYI OS A/141P1018 VENTILATION L� THERMOSTAT WRM � THERM a 1 STAGE HEAT, DAMPERS m O 2 STAGE CDDL a — V a HEATING & VENTILLATION CONTROL DETAIL NONE RISER DIAGRAM 0417.0 N°. �E.-RUNE --- SCALE: SHEEETT NUMBER 0 UMBER i 60 n DRAWING NUMBER E-3 0�L� smU? x x x x x Z==� x a 6o y�W OUVL� x T 1< (� ' RELOCATED(AB.) r� � 4-6 D A ISING 3 PHASE, CT IN MCC-B b x FOR EURIRE 7l33Nj�y, (A.B.) �1nw WT J: 30AS/20AF,3-POLE MAIN DISCONNECT x �, WITH TRANSFORMER T1 (10KVA, 1-PH, ? _ «Z 480 PRI, 120/240V SEC)MOUNTED ` ABOVE PANEL LP1 \/ SCADA RfU N HEAT(120VAC) y 2"CONDUIT STUBBED 5' FROM BUILDING WITH DIRECT BURIED \ CONTACTOR SCADA CABLE TO INTAKE SPECIFIED BUILDING. - I WITH IT HEATER u4 2'GRC OVERHEAD FROM EXISTING MCC-B, i z THROUGH WALL,DOWN OUTSIDE OF BUILDING, rc TO UNDERGROUND.SEE TRENCH DETAIL ON UH-1,UH-2 gg r,L. J DRAWING E-2. O INSTALLED �—EXISTING MCC-8 o POWER (A.B.) Q_LLL - HONEYWEU IIT42PI018 INSTALLED UNDERGROUND THERMOSTAT WITH POWER(A.B.) t STAGE HEAT, 2 STAGE COOL HEATING & VENTILATION CONTROL DETAIL GRAPHIC SCALE t � CONNECTION BUILDING ELECTRICAL SITE PLAN w 0 a8 � ( ee '1 roan= 10>It A ~ s <� E GET/WP RECORD DRAWING I o 4 n m m �3N d NEMA I ENCLOSURE SQUARE DTYPE NOOD CONNECTION BLDG u g o PANEL'. VOLTAGE 240/120 PHASE'.1 WIRE'.3 MAIN CAPACITY-125 AMPERES BUSSING'.CU MOUNTING:SURFACE FEEDER SIZE-3A A W8 GND CU 3M'C MAIN.40A CB A A A A LP1 cxlcUIT CR On Q BREAKER BREAKER Z WKIE WIRE `1 NP OEBORil1U1 WATTS B� AIi POLE PHA POLE AW BRE WATB DEBCRilK1N NP. Z 1 UH-1 UH-2 12 20 1 A 1 20 12 RECPT-NORTH 2 Z 3 EF-1 12 20 1 B 1 20 12 RE CPT-WEST 8 SPARE 20 1 A 1 20 12 RECPT{AST 9 7 SPARE 20 1 B 1 20 12 LTG- 9 Z a 9 SPARE 20 1 A 1 20 12 SPARE 10 J 0 n 11 SPARE 20 1 B 1 20 12 SPARE 12 13 SPARE 20 2 A 1 20 12 SPARE 14 _J Z J a B B 18 SPARE 20 8 1 20 12 SPARE 19 a- Q O 1 17 SPARE 20 2 A 1 20 12 SPARE 19 a U 19 SPARE 20 B 1 20 12 SPARE TO ty o (n Z U N • O LAT N J N lil N L.1 u dr or Q Z Z GFI/WP Q o A A GFl A A ELECTRIC MOTOR SCHEDULE z m W STARTER CONTROL ARE REMARKS Q ~ Z Y 1_ MOTOR LOCATION DESCRIPTION HP VOLTS PHASE ITT i Y SIZE J O No. TYPE SIZE CNTL.DEVICE V. TYPE qV. LLJ LP 1-6 B NCONR I M52400 1 - - - - THERM 15 1 1 1 N 7~ o LP1-1 LP1-4�G_ _ - INTAKE NI C.HEATER R 15 1 O = W < \ 6 1 EF-1 XH fAN MSS FFIAC. S.P. 18 1 12 m CA-1-1 A A 11 16 Z GFI/WP GA-1- GATE ACTUAIUK 1 11 J ® -1 AIR COMP. N 1 11 U Z ti a CD m W In PANEL LPl B ABBREVIATION& O Qo m a STARTER TYPE: CONTROL TYPE' rt MSS MOTOR STARTER SWITCH THERM THERMOSTAT O FD FUSED DISCONNECT MAN MANUAL PROTECT NO. CS/iD COIAB.STARTER/DISCONNECT OTHERS BY OTHERS ASTAT O040 MCC MOTOR CONTROL CENTER Ps APRREESSURE SWTCH SHEET . a GRAPHIC SCALE CONTROL DEVICE. SHEET NUMBER CONNECTION BUILDING _POWER & LIGHTING PLAN 4 2 SS.PB. START-SOP PUU'SHBUTTON 61 ( IN PLCI'I HOA HAND-OFF-AUTO DRAWING NUMBER p 1 inch= 4 fl. E-4 INTAKE STRUCTURE CONNECTION BUILDING o N LIGHTING PLAN z LIGHTING, POWER & SCADA PLAN Cable to Hyalite O Z �8 c $ J J J J LP1-7,9-10,12 W L,J � � U LPI-4,6 0 Z J J to UH 0 U 2 w � CIS v N O �^ N Nr; J J S J J ps '? ' Q 01 )1 i S J (. J N 1rj)i S LPI-1 T >� PANEL 200 AMP LP1-5 RTU LP1 LPI-8 METER/MAIN 1 i J O PANEL LP1 J J LJ J J 3 UH 2 MS TR Z LP1-8 LPI-18,20 S LP1-2 � z SCADA Q 'U Hyalite Transmission Mnin MM O Fil Ilaa 2,a a.pis—w POWER U Q n --_ TO PLC / T❑ MCC-B Q' EXISTING SOURDOUGH x WATER PLANT 09-01-06 E1 .0 INTAKE STRUCTURE INTAKE STRUCTURE o N U �UNDERSLAB & EQUIPMENT PLAN POWER PLAN c O o Pressure Backwash Z Pressure Backwash EF-1 A -witches Control Panel Switches Control Panel o 0 M U M AC-1 AC-1 LP1-13 LP1-19 O A UH 2 N U [� N � LP1-5,7 w CG Screen Vault `! >C C' Air Backwash f 0 E�—i -- J, LPl-17 O N; Transducer � A•. i r s GA-3 GA-3 �i z Temperature O H co,tr ^ol LP1-10 09 �= LP1-21 RTU o Transducers RTU 1 T T GA-9 7GA O LP1-12 J A PANEL 200 AMP PANEL UH 200 AMP LP1 T METER/MAIN LP1 METER/MAIN Transducer MS LP1-2,4 l_P1-1,3 Transfer Flowmeter Switch Panel Rowmeter Panel GENERATOR� LOUVER LP1-14 OPERATOR \ \ RECEPTACLE r r.� To Q Sourdou it LP1-16 Connection Building Cn Q � Q zzU � w � w LP1-23 3" C❑NDUIT TO UTILITY F Flow TRANSFORMER F Flow Meter Meter 09-01-06 Sump Sump O Pump M M Pump M M E2.0 mom <mU2 w ? O - K �n K U wJ�R �a �py0 MOUNT LOUVER AND DAMPER ON SAME LEVEL AS GLASS BLOCK ���II��WJJ ¢.yy-. z P. 6Z. Oyln LOUVER&CONTROL Q EF-1 / DAMPLEVEL AS GLASS DBLOCK ON AME R � c r r 0 16*SQUARE / 7 OPENING / wNpw P 2 EF-1 I =� N �e MOUNT EXHAUST FAN AT 9'OFF FLOOR OWE ,� T HU ON STAT 'WALL MOUNTED ON W - NORTH ELEVATION PLAN C. SCALE: 1/4' = 1'-0" w � :2 $ SOUTH ELEVATION PLAN INTAKE STRUCTURE HVAC PLAN 0 sp SCALE: 1/4' = 1'-0" SCALE: 1/4" _ ,'_o. RECORD DRAWING w Q p� O Y t O O m EXHAUST FAN SCHEDULE a MARK AREA SERVED C:FMI E.S.P. MANUFACTURER MODEL NUMBER DRIVE TYPE VOLTS H.P. AOCESSOFiES* REMARKS a EF-1 INTAKE BUILDING 1680 0.3" COOK 150W1DD DIRECT WALL 115-1 1/3 1,2,3,4,5,6 BACKDRAFT DMPR, GRILLE, & SPEED CONTROLLER o r z ;ACCESSORIES TO BE INCLUDED BY CONTRACTOR a_ z 1-STANDARD DISCONNECT 4-BIRDSCREEN a 2-BD-10 BACKDRAFT DAMPER 5-HONEYWELL H600 HUMIDISTAT � a a- 3-STAINLESS HARDWARE MOUNTED ON WALL cn z a ' 6-SG-SQUARE INTAKE GRILLE _o > of (n = LJ N I Q v) U Q Z v � � C, H J NUMBER X AIR DEVICE SCHEDULE w Q Y J W a N <= O z m - MARK SIZE TYPE FUNCTION MANUFACTURER MODEL NUMBER MOUNTING FINISH REMAp(S z 1 24"x24" LOUVER OUTSIDE AIR RUSKIN ELF6375DX WALL PAINT TO MATCH INCLUDE PRIME COAT a 2 24"x24" DAMPER CONTROL RUSKIN CD-40x2 WALL MILL CONTROL DAMPER TO OPEN WHEN EF-1 STARTS W M CD-40x2 IS TWO DAMPERS Co 0 a PkOJECi NO 0 0417.040 n SHEET NUMBEP O 62 2 DRAWING NUMBEP H- 1 mom xV Zz! Z J00� rc� y a33 �II HORIZONTAL�E"ERATEG COMBUSTION VENTINGiF THROUGH WALL "r WSJ' r' z n ¢• ........ Own 25 i s THERMOSTAT MOUNTED ON WALL � UH-2 \ R k \ o \ LS z Lo F Lo _ o N L'] J"NG- AVOID \ z w a OVERHEAD DOOR � � wrfiNn z FD-1 LL N� 1'NG UP UH-1 }"NG O € R GAS GAS--GAS GAS GAS GAS GAS GAS GAS 5 CONNECT TO EXISTING GAS METER ON S ADJACENT BUILDING- C NATURAL GAS PIPING SEE DWG C-1 FOR� COMES UP OUTSIDE OF THE ♦"SCH 40 PVC WASTE S CONTINUATION HORIZONTAL SEPERATED BUILDING- ENTER THE PIPING- RUN TO BUILDING 24"ABOVE GRADE - DAYLIGHT- SEE DWC Cl USTION VENTING GAS GAS GAS PROVIDE SHUT OFF VALVE AT FOR CONTINUATION THROUGH WALL 18'ABOVE GRADE CONNECTION BUILDING HEATING & PLUMBING SCALE: 1/4' V-0- z Q Z PIPE SCHEDULE 0 Z SERVICE LOCATION TYPE REMARKS J cl- GAS UNDERGROUND HDPE DRICOPIPE #6500 a- GAS ABOVE GROUND BLACK IRON PAINT ORANGE 8 WASTE UNDERGROUND SCH 40 PVC RUN TO DAYLIGHT N o tv N N Lv N C� FLOOR DRAIN SCHEDULECD a Z MARK F TURE MOUPITm MANUFACTURER TYPE WASTE VENT TRAP I COLD HOT REMARKS Q w z FD-1 FLOOR DRAIN FLOOR SMIIH #2005 CAST IRON 4" NONE I NONE I NONE INONE IROUND TOP - ADJUSTABLE STRAINER w a o N N r w 0 = z UNIT HEATER SCHEDULE m Z I MARK INPUT BTU/H OUTPUT BTU/H CFM IGNITION MANUFACTURER MATERIAL DRIVE HP. VOLTS REMARKS � N UH-1 45000 37,350 630 SPARK REZNOR UDAS-45 DIRECT FRAC. 115-1 SEPARATED COMBUSTION O UH-2 45000 37,350 630 SPARK REZNOR UDAS-45 DIRECT FRAC. 115-1 SEPARATED COMBUSTION m of *ACCESSORIES (TO BE INCLUDED BY CONTRACTOR)INCLUDED BY CONTRACTOR) 041 7.040 3 1-PROVIDE HONEYWELL T631A1006 WALL MOUNTED THERMOSTAT. SHEET NUMBER RECORD DRAWING n 63 r DRAWING NUMBER O H-2 w3p <m0 SmUZ a; s A-3 de�� ODU O ., L x � HEATER (ABOVE) INTAKE CHANNELS- VENT $ g -PER MECH. PER STRUCTURAL PER MECH. JA- o _ A 7 - - l i 1,. �a �, o lo y GRATING-PER STRUCT. -TYP. O ""r--- --------------- z I INTAKE j ROOM woW ® I =wa w A_3 O RAKE <c �N I RIDGE �yl ELEC. SERVICE & & PANEL- PER ELEC. 101 t3 METAL ROOF OVER ; a� O w HEATER(ABOVE) It a PRECAST CONCRETE N < -PER MECH. N §_ PLANKS i EXHAUST FAN I I I PER MECH. •�� � WALL LEGEND: s 7 5/8" CMU WALL -REINF. PER STRUCT. LOOSE FILL INSULATION - A-3 A 34•-8" A < A-3 A-2 y a a INTAKE STRUCTURE — ROOF PLAN INTAKE STRUCTURE — FLOOR PLAN 8 & �$ .-.ALE: 1 • = 1 0� Z - Z SCALE: 1/4 = 1-0 Z Z a g z p o 0 R 0 0 M F I N I S H S C H E D U L E z Z ROONFFLOORI BASE I NORTH EAST SOUTH ' WEST CEILING REMARKS =) a 9'-4" ND. NNE YATERNE I -mm IIIAlO1NL fSlSli WTERIAL FINISH MATERIAL FINISH INTERNE, FINISH MATERIAL FIN. HT. 5 0 001 I MTME ROOY SLD.GONG. i -�=C 1 P. DDNC. R CONC. P. CONC. I P.�CONC. - VARIES - � � �J W _ o - - o Q (n O N QJ W _ ~ � H.M. FRAME PRE-FIN. MTL. HOOD - W Q - PAINT D 0 0 R S C H E D U L E N } INSUL./H.M. PRE-FIN. MTL. - 0 COILING DOOR DOOR FRAME HARDWARE DETAILS REMARKS O0 N DOOR - PAINT OVERHEAD J -at TYPE WIDTH HEIGHT TH=WTERNL nW LABEL GLAZING YATERNL FIN.JLAII LOq( NEAD -0 TiNE9l - Z w 1 r0*Tl0D -O' 13/4"H.M./INSUL. P. - Y Y Y 7 G/A-3 O/A-1 100 B 9-4' 8'-0' M4NUF.STL/INSUL MFG., - - STL P. - Y - - - K/A-3 J/A-3 - WSIRAE Iv g TYPE 'A TYPE 'B' n �j PROJECT N0. d 0417.040 DOOR TYPES SHE NUMBER ao RECORD DRAWING SCALE: 1/4" = 1'-C" ,I T A Y L O R • H A N S O N K A N E �64 �� ...... ........................ ...........n... ...........n... DRAWING NUMBER S A- 1 m0� >m V Z V�1Wz;` yJ F 7Zo N� p -O N owO j< ~p] A-3 PRECAST BEAM PER STRUCT. - ` METAL ROOF OVER METAL ROOF OVER PRECAST PUNKS PRECAST PLANKS LIGHT-PER ELEC. LIGHT-PER ELEC. B" GLASS BLOCK WINDOWS ----A= 7 D _-- VENT PER MECH. -PAINT 3 _- FOREST SERVICE BROWN \ E ' Jc A-3 SPLITFACE CMU BLOCK WALL 101 SPLITFACE CMU BLOCK WALL o c / A-3 H.M. DOOR h FRAME - PAINT ' -FOREST SERVICE BROWN COILING DOOR I FOREST SERVICE BROWN zow 1 -NOTE: SCHEMATIC EXTERIOR GRADE AND /A 'NOTE SCHEMATIC EXTERIOR GRADE AND FOUNDATION SYSTEM SHOWN FOR REFERENCE. FOUNDATION SYSTEM SHOWN FOR REFERENCE. A SEE SITE PLAN AND STRUCTURAL DRAWINGS 3 SEE SITE PLAN AND STRUCTURAL DRAWINGS gg F FOR ACTUAL CONSTRUCTION. OR ACTUAL CONSTRUCTION. INTAKE STRUCTURE — WEST ELEVATION INTAKE STRUCTURE NORTH ELEVATION �£ A-1 SCALE: 74 = 1'-0 A-1 ' 8 o � A PRECAST BEAM - z 4 0 A-3 PER STRUCT. 0 METAL ROOF OVER PRECAST PLANKS LIGHT -PER ELEC. Z METAL ROOF OVER Q PRECAST PLANKS -_ -_ Z !n \ EXHAUST FAN -PER MECH. O Z ————— ———————————————— -PAINT FOREST SERVICE BROWN m O j Z J SPUTFACE CMU BLOCK WALL ZO O 00 SPLITFACE CMU BLOCK WALLOtf N w Lil N X V W N � w Z w J � Na r z 1 1 0 = N a m w N ][ Q a FOUNDATION ESYSTEM SHOWN FOR REFERENCE. MOTE: SCHEMATIC EXTERIOR GRADE AND Z Z A FOUNDATION SYSTEM SHOWN FOR REFERENCE. A-3 SEE SITE PLAN AND STRUCTURAL DRAWINGS SEE SITE PLAN AND STRUCTURAL DRAWINGS m m FOR ACTUAL CONSTRUCTION. FOR ACTUAL CONSTRUCTION. L,�j I N Q m Oa U Q M RECORD DRAWING SHEET PROJECT O 0417.040 SHEEP NUMBER o ■p,l T A Y L O R • HANSON • KAN 65 ....... ...........nu......... ............... ............... DRAWING NUMBER wl INTAKE STRUCTURE — EAST ELEVATION a -NTAKE STRUCTURE SOUTH ELEVATION e A-1 A-1 SCALE: 1/4= 1'-0" "-2 m 2zo PRECAST CONIC. SLAB PREFIN. METAL ROOF PREFIN. METAL ROOF - J $m=i3 4x� -PER STRUCT. lz 30N ASPHALT PAPER 30p ASPHALT PAPER -"o PRECAST BEAM -PER STRUCT. dow ZI TYP. PRECAST CONC. ROOF SYS. ROOF SHEATHING ROOF SHEATHING '� 10.1 PREFIN. METAL ROOF - PER STRUCT. - PER STRUCT. oo o 3 030 ASPHALT PAPER 12 12 ROOF SHEATHING - PER STRUCT. 2X WD NAILERS ~ ,J 2X WD NAILERS I I SO 24' O.C. 0 24' O.0 O 24' O.C.4' RIGID INSULATION y 4� 8" PRECAST HOLLOW CORE SLAB -PER STRUCT. 4' RIGID INSUL 4' RIGID INSUL I L V P F y? vc CONIC. ROOF CONIC. ROOF T ''tw-. ���.I � _ -�TFM SYSTEM -PER I SYSTEM -PER MASONRY SEALER STRUCT. STRUCT. 1 A 8" CMU WALL -REINF. PER STRUCT. L- - LOOSE FILL INSULATION LOOSE FILL LOOSE FILLPREFIN. METAL INSULATION FILL METAL INSULATION $ INTAKE TRIM TRIM ® CMU EXT. WALL CMU EXT. WALL J—__ .rJ• I YP. CONIC. SLAB ON GRADE o CONNO. SSEA oN GRADE_ PER STRUCT. �1 TYP. EAVE DETAIL TYP. RAKE DETAIL o H COMPACTED GRAVEL - PER STRUCT. SCALE: 1" = 1'-0" - -- - - `SCALE: t" t'-0" c�y� � 1 d 2" RIGID INSUL. w!n o(ri m (R-10) - CMU GLASS BLOCK UNIT -SEE STRUCTURAL FOR FOUNDATION AND i +�K =l� ••�t CHANNEL CONSTRUCTION. I MORTAR•INSTALL GLASS SEALANT (TYP) W m z N i D u R•TYP. CONIC. FDN. :, ,�..N BLOCK WINDOWS FLUSH FLUSH W/OUTSIDE I I I I ASPHALT EMULSION e'CONC. FDN WALL - REINF. PER STRUCT. FACE of CMU WALL I GLASS BLOCK UNIT I I I 2" RIGID INSULATION (R-10) - BITUMINOUS DAMPROOFING CMU LINTEL BLOCKLL PANEL ANCHOR CMU g DRAINAGE FABRIC/BOARD - PER STRUCT. ( "F� - - EXPANSION STRIP WINDOWS FLUSH WSS /BLOCK COMPACTED BACKFILL I I I I - �— SEALANT (TYP) / FACE OF CMU WALL CONIC. FTG. - REINF. PER STRUCT. 0 W HDRIZ PANEL REINFORCING y EXPANSION STRIP :-INSTALL GI-ASS Ell-K � !�h'" K --._ WINDOWS RUSH W/OUTSIDE PANEL ANCHOR A INTAKE STRUCTURE - SECTION I FACE OF CMU WALL SCALE: 174 = 1'-0" GLASS BLOCK UNIT ►�+--I�i - g A_1 < - 8 A-2 a g GLASS BLOCK WINDOW - HEAD (JE GLASS BLOCK WINDOW - JAMB � GLASS BLOCK WALL - SILL SCALE: 3� = 1-0 SCALE: 3° = 1'-0" SCALE: 3� = 1-0 1`0 5-F SCHFO. FOR WIUIIi REINF. -PER STRUCT. ; SURFACE Y1D o 8' CMU WALL DOOR S*FP - DOOR CMU EXT. WALL # o SEE SCHEDULE CMU EXT. WALL g m R•ALUM. SEALANT TYPICAL THRESHOLD LOOSE FILL INSUL. SFM O THRESH. 1 '•i, I( 1.CONG SUB- EXG.JOINT§SEAL Z EXTEND OVER O WALK/FND JOINT Q END WALL O DOORS O ..�••• Z W POPE TO ORNN •� 7 5/8' HM DRYWALL FRAME --� REINF. - PER O m � GROUTED SOLID "} STRUCT. f r.T+' ANCHOR TO CMU % a, I I o j PRE-FIN. MTL INSUL. no -�1--- _ SLAT DOOR CURTAIN pRE-FIN. MTL N Z W L O.C.D. HOOD I VT R"ODNC.END. N 1 3/4' HM ODOR -PER STRUCT. �' WALK W0. BICK'G. AS lil VL Z vSTL. DOOR GUIDE REO'D. 1 < N Q SYSTEM Z j � DOOR HEAD/JAMB- DETAIL_ DOOR SILL DETAIL OVERHEAD COILING DOOR JAMB rK OVERHEAD COILING DOOR HEAD z m ro SCALE: 3" = I'-C" :. _-_ SCALE: 3 = 1 -0 ___ SCALE: 3" = 1'-0` Q W --- J W W Q a � a: ~ U m 7) 0 J Z uJ RECORD DRAWING o m ------------------------------- 0 0 I O 0417.040 f SHEET NUMBER o Y L O R H AN SO N K A N E BB �' ....... .«......««........... ......«...n... r....«n...... DRAWING NUMBER O A-3 mom A >w§� A-6 0 �_� _ NV.0 OU K j< O�O W ip L L 1 1 Q. '1\ HEATER (ABOVE) _ ______ PER MECH. 4_4 a i i i i ■ lz o CONNECTION VALVE/ i�W ■ 1 �r ■ W J■ PIPING- PER MECH. r 1 101 0 � ■ 0� f � I -b i at� a" Hl z FLOOR DRAIN - TYP. OF(2) O g� HEATER (ABOVE) PER MECH. a4 W I ELEC. PANELS � S -PER ELEC. WALL LEGEND: O 7 5/8" CMU WALL -REINF. PER STRUCT. .. LOOSE FILL INSULATION 40'-:Y f �3 A-6 A-5 g o CONNECTION BUILDING - FLOOR PLAN SCALE: 1 4 = 1-0 . Q Z Q A Q A-6 A 5 Z � �I > N ____________ ______ R 0 0 M F I N I S H S C H E D U L E J a Z a -� ----------------�- ROOM FLOOR BASE NORTH EAST SOUTH WEST CEILING REMARKS Z - 3'-0" ICE do WATER v I ND. MW WIWIMk WTOW FNSH OTM& FMM MATERIAL FbM 01F1tNLl F116Ii 01ERW. F11. Nf. - In O SHIELD - TYP. O EACH EAVE I f 001 I VALVE ROOM 4D.00NC. - =E. P. =r- P. COW. P. CONC. P. 47B P 1r-0' - LLJ N o I qC6 O RAKE - __ ___ - ___ l­_ ]i O o Q CONT. RIDGE VENTRIDGE N V Q W LLJ Q o r g D I O I a N = z ASPHALT FIBERGLASS I N m I OVER 30/ASPHALT a l < m PAPER \ I O � 1 � I � I I a w ______ _�- RECORD DRAWING r4 Z W Z a 0 0 o RRaccr No. o A 04 n.040 j A-6 A-5 SHEET NUMBER TAYLOR I HANSON I . AINE 67 CONNECTION BUILDING - ROOF PLAN ■►� . . ... ............. . .............. ................ DRAWING NUMBER SCALE: 1/8" - I'-0" Z — 3 mO� >m U Z ��Zy NU a oo A WB.V U 0 Z< i O�O A-6 � CONT. RIDGE VENT CONT. RIDGE VENT ASPHALT SHINGLES OVER #30 ASPHALT - 8" GLASS BLOCK WNDOWS PAPER u".. 8" GLASS BLOCK WINDOWS 3'-O" ICE & WATER SHIELD - TYP. O _ EAVE ————————————————————— ——— — — 2X8 FASCIA - WRAP W/PRE-FIN. MTL. _ VENT -PER MECH. A-3 A-3 CMU CMU A 3 4" BURNISHED CMU BAND A 4" BURNISHED CMU BAND 1 F CMU F CMU o A-3 A-3 ¢ 4" BURNISHED CMU BAND 4" BURNISHED CMU BAND 6 SPLIT-FACE CMU SPLIT-FACE CMU 'm o ti I I I I $ I I I --------------------------------------- -------------I W L---------------------------------------- ————————----J L—--————------——————--——————-----——-----— 5� �A � (7'� CONNECTION BUILDING - EAST ELEVATION CONNECTION BUILDING - SOUTH ELEVATION 0 q_1 A-1 SCALE: 1 a = 1-0 O� L 1L11 E A �3 CONT. RIDGE VENT - CONT. RIDGE VENT ; o rc u o u so ASPHALT SHINGLES OVER #30 ASPHALT PAPER 8" GLASS BLOCK WINDOWS 3'-0"ICE& WATER SHIELD - TYP. O - Z EAVE Q N 2X8 FASCIA - WRAP W/PRE-FIN. MTL. J.AND ---------- ------------------------------------VENT J � Q CMU 4" BURNISHED CMU BAND O4" B _ - NZF CMU O 41 CMU 101 ~Li4" B �SPLIT-FACE CMU ZSPLIT I I I I w Q m L Z I I I H.M. DOOR & FRAME - PAINT I N r Z PRE-FIN. MTL. OVERHEAD COILING DOOR i m 0 rj-----—--—---- ---—-------———----——--—————---——---—---� ——--------------------------—————————--� LLJ L'———---------- --------————----———--———————————--——---J L———————--—————————————————————--——————--J Z Z Z m A � ou A_6 I Li IV O DO M RECORD DRAWING PROJECT NO. 0 0417.040 ■�, T A Y L O H N A N SHEET NUMBER S O N K A N E BB O �, ....... ...«..o............... ................ .......n....... DRAWING NUMBER CONNECTION BUILDING - WEST ELEVATION 41 CONNECTION BUILDING - NORTH ELEVATION A_1 A-, SCALE: ,$ = IIO A—rJ m �o mow== O zp a �� ou HOIST BEAM - PER 'oo STRUCT- TYP. OF s (2) - PAINT -- INSULATION BAFFLE - TYP. CONY. RIDGE VENT - TYP. FYP. WD. TRUSS ROOF SYSTEM B 12 12 FIBERGLASS ASPHALT SHINGLES 4 4 030 ASPHALT PAPER - L '�i IYi'. ROOF SHEATHING - PER STRUCT. 2X BLCK'G. W/ PRE-ENG. WD. TRUSSES O 24" O.C. FIBERGLASS ASPHALT (3) 1 1/2" DIA, 12" BATT INSULATION (R-38) SHINGLES VENT HOLES 1 6 MIL POLY VAPOR BARRIER _ 1 5/8" TYPE 'X' GYP. BD. - PAINT SHIELD WATER 1 ROOF SHEATHING PER STRUCT. r� TR TYP. L ' WALL SYSTEM PRE-ENG. WD. MASONRY SEALER TRUSS O 24" O.C. - 4 8'CMU WALL -REINF. PER STRUCT. WOOD ROOF Z. 2X4 SUBFASCIA - Z, LOOSE FILL INSULATION - t.� SYSTEM -PER PRE-FIN. MTL. —� STRUCTURAL - DRIP EDGE ►" 'y' 100 (2) 2X8 P.T. - TOP PLATE -SEALANT i TYP. CONC. SI AR ON GRADE ;--LOOSE FILL 2X8 FASCIA - WRAP INSULATION CONC. SEALER W PRE-FIN. MTL. - T CONC. SLAB ON GRADE - PER STRUCT. / z��.+z w COMPACTED GRAVEL - PER STRUCT. PRE-FIN. MTL VENTED SOFFIT PANELS m a 2" RIGID INSU -Y . CONC. FDN. SYSTEM CMU EXTERIOR WALL L P sn 1 (R-10) e'CONC. FDN WALL- REINF. PER STRUCT. 2" RIGID INSULATION (R-10) rQ TYP. SAVE DETAIL z s BITUMINOUS DAMPROOFING SCALE: 1° = 1-0 DRAINAGE FABRIC/BOARD - PER STRUCT. Q COMPACTED BACKFILL �1 w CONC. FTG. - REINF. PER STRUCT. �'-O' TYP, FIBERGLASS ASPHALT ~� ~ SHINGLES OVER /30 ASPHALT PAPER 0 CONNECTION BUILDING - SECTION ROOF SHEATHING $s ___ SCALE: 1 4 = 1-0 - - PER STRUCT. �-p--� WOOD ROOF �� E A-4 2X4 OUTLOOKS SYSTEM -PER A O 24" O.C. STRUCTURAL 2X4 SUBFASCIA / 0 3 N PRE-FIN. MTL. DRIP EDGE / .'� TOP 2PLATET 9 n a 2X8 FASCIA WRAP o W/ PRE-FIN.. MTL. SEALANT PRE-FIN. MTL. VENTED - SOFFIT PANELS -- ;J: -LOOSE FILL CMU EXTERIOR WALL INSULATION N A i Z J Q a F_ I­_ w ad �C1 TYP. RAKE DETAIL o 0 -- SCALE: 1" = 1'-O' Z � a .J Z d O CL C) U n Ln Z In 0 0 - - L D 0 0_R S C H E D U L E Z �J N o ~ N J --DOOR FRAME HARDWARE DETAILS I REMARKS Z NQ ROOM TYPE WIDTH HEIGHT THICK MATERIAL FIN. LABEL GLAZING MATERIAL FIN. LABEL LOCK CLOSER THRESH.GROUP S dMB THRESH. - - I - - _ Z 100 100 A 3'-0" 7'-0" 1 3/a"H.M./INSU. P. H.M. P. - Y Y Y 1 G/A-3 G/A-3 N/A-3 INSULATE a w Z L 101 100 B 12 '-0' 3/4' SIL/YISIA. - SR. P. - K/A-3 J/A-3 - MSUTATE L�J Q p 0 1 -I IV > J H.M. FRAME PRE-FIN. MTL. HOOD (D _ - PAINT m - INSUL./H.M- PRE-FIN. MTL, Z DOOR - PAINT OVERHEAD O - COILING DOOR Z H RECORD DRAWING_ Z w Z N m O nTYPE 'A' TYPE PROECTNo DOOR TYPES O417040 SCALE: 1 4" = 1'-0" SHEET NUMBER --- A Y L O R H A N S O N K A N E 69 ...... .................. .......n..n... .......n..n... DRAWING NUMBER O A-6 mom <m�2 K zzii LINE SYMBOLS INSTRUMENTATION LOGIC FUNCTION SYMBOLS > o� �z INSTRUMENT SOCIETY NG ALTERS TABLE RECORD DRAWING `woo o� PROCESS LINES FAST METIER s SUCCEEDING LETTERS �W�o MAJOR PROCESS MAJOR"WING PROCESS x x FIELD MOUNTED PROCESS OREDIFF80ff-ki MODIFIER READOUT OR rc z MINOR PROCESS MINOR EXISTING PROCESS O FIELD MOUNTLU e COMPUTER FUNCTION LETTER INITNTNG VARIABLEPASSIVE FUNCTION OUTPUT FUNCTKIN MODIFIER A ANALYSS + ALARMPANEL MOUNTED B BUUER FLAREUSERS CHOICE + USERS D O M + USERS CHOICE +FIELD YOINIIED INSTRUMENTATION LINES ® IMST DIIFAL G �11CTNm �� ABBRENATIONS & LETTER SYMBOLS �� .�, �,� ,MOTOR CONTROL CENTER D DEIISTY S.0 tQ, 'L,I•+ J' MOUNTED E VOLTAGE PRIMARY ELEMENT AM AUTO-MANUALAC ALTERNATING CURRENT !) i i� , PARAI1ElMG INES _ - _ PIEUIMRK; FIELD MOUNTED F FLOW RATE ASO ADJUSTABLE SPEED DRIVE t ti.Td 1O �ZO_ (B)/I NUBFR NRGiFS M11BFR GL HYDRAULIC X DIST ANALOG C GNJCE GLASS GATE _ SIGNALS REPRESENTED) - - - CAPILLARY H 144A SYANWL�. SSOR WGH CM COMPUTER MANUAL ! ! DISCRETE SIGNAL RELAY I CURRENT NI CATS CPS INTRO PANEL �- i (ON,OFF,ETC) O PROGRAMMABLE LOGIC COF/ECRIG LINES --RE-- PULSE FREQUENCY CONTROLLER,ACCESSIBLE J POWER SCAN DEC DECREASE --PD-- PULSE DURATION O GENERAL INTERLOCK TO THE OPERATOR K THE OR SCHEDULE CONTROL STATION ECP ENGINE CONTROL PANEL 1 L LEVEL PLO LOW END EMERGENCY NON-CONLECFNG --D-- �u ® INTERLOCK AND Y MOTION MIDDLE OR MEOW ETM ELAPSED TIME METER LINES --A--ANALOG O PROGRAMMABLE LOCK: N USER'S CHOICE + USERS CHOICE + MISERS CHOICE + USERS CHOICE + `OS FLOW CONTROL VALVE R a INTERLOCK OR CONTROLLER,NOT ACCESSIBLE - FAST-OFF-SLOW TO THE OPERATOR IE 0 USER'S CHOICE + OWICE FOSR FAST-OFF-SLOW-REMOTE P PRESSURE OR VACWM POINT CONNECTION FIT FORWARD-REVERSE - 0 OLIAMDY OR EVENT+ INTEGRATE INTEGRATE GCP GENERATOR CONTROL PANEL --0� GATE ® MUDT S R RECORD OR PRINT GENERATOR oNf HOA HARD-OFF-AUTO i GLOBE DIAPHRAGM 'ON'TIME DELAY ON OFF RELA INPUUT IS S SPEED OR FREQUENCY SAFETY SWITCH HOR HAND-OFF-REMOTE �+oO- BILL --A ON'ro 9 8'ON'x-SEC.AFTER - CONNECTED TOY,OLTPUI T TEMPERATURE TRANSMIT INC INCREASE PLUG O- PINCH %-SEC A'ON*. WHEN SNTCHING SIGNAL U MULTIVARIABLE + MULTIF MCIDN + MATiU11CTION 4 MULTIFUNCTION + LCP LOCAL CONTROL PANEL N SEAT PORT INSTANT'OFT'. IS PRESENT. V VISCOSITY VALVE OR DAMPER LCV LEVEL CONTROL VALVE c ECCENTRIC PLUG -' FLOATLOS LOCKOUT STOP w WEIGHT OR FORCE WELL -SWITCHING SIGNAL LR LOGE-REMOTE W�1- SWAG CHECK �- BAp(iLOW PREVENTER 'OFF'TIME DELAY I / X IMCIASSIFIED + UNDASSFIED + UNCLASSIFIED + I111C1/SSIFIEO + LS LEAD SE CT BUTTERFLY �- STAR K-SC -- B'OFF'X-SEC.AFTER S Y USERS CHOICE + M NAAAE i A'OFF'. SWITCHING RELAY,INPUT I INSTANT'ON'. - R WITH DOT IS CONNECTED Z fPOSTION DRIVE,ACRIATE OR MANUAL-AUTO _ COCA ANGLE TO OUTPUT WHEN SWITCHING UNCLASSIFIED CONTROL ELEMENT MCC MC MOTOR CONTROL CENTERNO.X SIGNAL IS PRESENT. _ o�' m RUNTIME 06K THREE-WAY PLUG () YTD MOTOR TEMPERATUREMCP MAIN CONTROL DETECTOR i i - T INTERLOCK.SEE + WHEN USED,E7NlNN1DN IS SHOWN ADJACENT TO - _ OR CONTROL DIAGRAMS WRIIIENT SYMBOL.SEE ABBREVIATIONS AND LETTER SYMBOLS. OC OPEN-CLOSE "6 7 u PRESSURE RELIEF OTHER OUTPUT IS CONNECTED n i y, TO OUTPUT WHEN SWITCHING OCR OPEN-CLOSE-REMOTE W w FOUR-WAY PLUG SIGNAL IS NOT PRESENT, OFF_ SQ- SAMPLE L 1. 00 OFFIA ON-OFF AUTOMATIC 5 Sg AM AND/OR W"RELIEF OUA ON-OFT-AUTO €M R —^r oouBLe DOOR CHECK Q A INSTRUMENT IDENTIFICATION R s Y BALL CHECK ��REfx1LA1FD SOE S C MEMORY ELEMENT OOR ON-OFF-REMOTE E PRESSIIE CONTROL OSC OPEN-STOP-CLOSECONTPA ~B R y S=SET,R=RESET PCP PLANT CONTROL PANEL pp —W� NEW EXAMPLE SYMBOLS SPECIAL CAS S PLC PROGRAMMABLE LOGIC CONTROLLER O w 8 m 4 OO TELESCOPING R RESET cn 4 PUMP,CONTROL FIRST LETTER(S) -.____CASE BILL REMOTE TERMINAL UNIT ►�~� o _ a 00 ON AND OFF SEE SELECT r, SUCCEEDING LETTERS N GATES AND VALVE ACTUATORS PRIMARY ELEMENTS ETERS e EVENT ICHrs SQ START-STOP THE TOTAL NUMBER OF UNITS PER SET TOO TEST-ON-OFF8 (r VARIES FROM I TO A) Zl OC OPENED AND CLOSED PLTSTON LIGHTS TOR TORQUE TU RBIDITY GATE SYMBOLS IF--- �� THE TOTAL NUMBER OF SETS Of UNITS TYP TYPICAL I ORIFN;E .17LPROPELLER OR \/ VORTEX (Z VARIES FROM 1 10 B) UP UNIT PROCESS O O SLUICE �� FABRICATED SUa I 1 I I ZS OL OPENED AND CLOSED POSITION SWITCHES VF VARIABLE FREQUENCY T BUTTERFLY ® SIEAR VENTMI X ZU)(B) ON-OFF HAO SWITCH,MAINTAINED CONTACT SWITCH SOURRE ROOT 8% MULTIPLY 0 FLOW TUBE SET NUMBER(USED WHEN THERE ARE MULTIPLE HS 00 (CONTROLLED DEVICE WILL RESTART ON RETURN OF FLAP [o] STOP LOGS PITON TUBE WICK CILANCE SETS OF UNITS W11H THE SAME W-X-Y a POWER AFTER POWER FAILURE). DESIONATONS) ACTUATOR SYMBOLS FELINE RESTRICTION ORIFICE UNIT NUMBER((USED WHEN THERE ARE MULTIPLE e� STOP-START HIANO SWITCH MOMENTARY CONTACT SWITCHES �P PNEUMATIC P PNEUMATIC WITH UNITS WITH THE SAME W-X aSGNATIONS) (CONTROLLED DEVICE WILL RESTART ON RETURN OF % W/POSIIOFER �X VOLUMF BOOSTER --�(L�1�-J�- AVEfAG04G PTOT ^I I LOOP NUMBER POWER AFTER POWER FAILURE). __ 3 p PNEUMATIC S SOLENOID WEIR I I ORIFICE GROUP NUMBER �HSS ELECTRIC ACTUATOR WITH INTEGRAL OPEN-STOP-CLOSE LUJ MOMENTARY CONTACT CONTROL SNITCH. �x W/SOLENOID 4 BUBBLER LEVEL 1 T FIELD MOUNTED INSTRUMENT SIRNGHTEWO MAGNIFIER 4 ELECTRIC T MANUAL — ROTAMETER MASSES eI TRANsaNALO GENERAL NOTES RFNR OF PANEL MOUNTED INSTRUMENT A ANALOG I CURRENT DIGITAL 1 PNEUMATIC LEVEL ED VOLTAGE RE PULSE FREQUENCY 1.COMPONENTS AND PANELS SHOWN WITH A(�)ARE Q e F FREQUENCY RD PULSE DURATION SPECIFIED UNDER SECTION PROCESS INSTRUMENIAT6 Z �E W/POK; rr--�� o (BUBBIFR MBE) PANEL MOUNTED INSTRUMENT X W/POSRIONER DX DENSITY H HYDRAULIC R RESISTANCE AND CONTROL SYSTEM. Q QqNN LOSS OF PRIMARY POWER ULTRASONIC x=NO rrrYYY NUCLEAR ��� �00 E�IF1E; 2.COMPONENTS AND PANELS SHOWN WITH A DOUBLE Z EH ELECTROHYDRAULIC TPNEU E]ECiRICAL v LEVEL MOTOR CONTROL CENTER MOUNTED INSTRUMENT ASTERISK S ME PARTS A PACKAGE SYSTEM;SEE O OORR 00/)PPEEIIII =U ULTRASONIC EQUIPMENT SPECIFICATIOTICNS EF < XX XX:FO=FAIL FLOAT�� a I/P TRANSDUCER(BACCURRENT TO K OFO.THIS IS A STANDARD LEGEND,THEREFORE,NOT ALL OF CC FC-FAE CLOSED PANEL,N A FLOW LOOP) THIS MFOFONTION MAY BE USED ON THIS PROJECT. U H HYIXZWUC FLP-FAIL TO LAST POMION I INUNE METER U ULTRASONIC J Q 4 XX 4.SE ELECTRICAL LEGEND FOR CONTROL DIAGRAM LEGEND a LEVEL(TRANSDUCER) a_ CD g :D o — N° INTERFACE SYMBOLS MISCELLANEOUS SYMBOLS PUMP AND COMPRESSOR SYMBOLS SELF CONTAINED VALVE & a EQUIPMENT TAG NUMBERS L] m w ~ z m I NOTE:XX: Q O :D rrc� I201--1 REDUCER xxi AR SET AS ADJUSTABLE SPEED D-W-%-Y I.- XX IY SMAR GLASS 120 VOLT,DU HZ POWER V =SUPPLY PRESSURE S CS-1 CON9AT SPEED SINGLE SPEED) U n -- lli BASKET STRAINER ) W=LOOP PROCESS NUMBER OR LETTER Z LJ Z 1MV---� IN PSIG. CS-2 CONSTANT SPEED SPEEDUNIT Cj SIOFT ,( ) CENIRIf1DA PUMP Y UNIT NUMBER DIAPHRAGM SEA � !BO VOLT,fA HZ POWER � J}� Q Z rl O =PROCESS INTERFACE I: BLIND FLANGE .--�- ANNULAR pAPHRAGII SEAL FILTER/ Z�X% (DNT DU) y� PROGRESSING CAVITY PUMP XX w U I �'7 O V \/ AR GAP �/ Y STRAINER GREGLIU / CENTRIFIM,AL WET PIT SUBMERSIBLE SUMP PUMP 0. ARV=AIR RELEASE VALVE 0 N I O =SIGNS INTERFACE + DRAM PUMP OR TURBINE PUMP lIX ANN=AIRBA AND VACUUM RELEASE VALVE Q w ® INIFT FILTER/ XX REP=HACI(FLOW PREVENIER m U V D V COMPRESSOR(CENTRIFUGAL), DC =FLOW TCONTROLRVALVE Ce Cj V VENT TO ATMOSPHERE RUPTURE DISK SILENCER U O WATER SURFACE CHEMICAL FEED PUMP �P A OR a =INTERFAE LETTER �-' FUIE ARRESTER XX HX=HEAT EXCHANGER � LOWER T NE C=GTE � STATOR ��. LCV PIG INSERT POINT Xp PURGE SET MANUAL DRIP TRAP TANK INSULATION Y=MECHANICAL EQUIPMENT Q D =DESONATON DRAWING N0. X=W WATER COMPRESSOR(PISTON) P LEVEL A=AIR O GEM PUMP OR BLOWER XX PCV=PRESSURE CONTROL VANE OR PIG CATCH POINT L.0 S S -SOURCE DRAWING N0. ® O (POSITIVE DISPLACEMENT) PSE=RUPTURE DISK PLUG N XX PIN,PSV=PRESSURE RELIEF VALVE O FLUSHING CONNECTION HOSE CONNECTION AUTOMATS RRNN TRAP EJECTOR PVSV PRESS RE AND VACUUM RELIEF VALVE m a RECEPTACLE OR CC„ MIXER Q`-� yT F� T=TANK "P d'' `IpSE ADAPTOR T %RE CAP X% PISTON PUMP TSV=THERMAL SHUTOFURE F VALVEOL PROJECT N0. 0f - N PROCESS OR SIGNAL LINE N - �M ELECTRIC MOTOR `^S� V SAL WATER S1 �wP� FLEX NOSE 0417.040 g CONTINUATION N=1,2,3,ETC. A SELF CONTAINED 0 AIR SUPPLY O„/ PRESSURE GAUGE = CALIBRATION SHEET NUMBER n INTERFACE TO OR FROM a7 RADIO ANTENNA T� Ip - COLUMN X% DIAPHRAGM PUMP 0 PPROCESS ROCESS LXTERNAI TO I VOICE COMMUNICATION I I PULSATION DRAWING NUMBEP POINT IY_I DAMPENER IC-1 OOA FAIL OOA OC FAILv FAIL fOAWA FAIL VALV VALVE OOA FAIL T00 OOA OOA roll VAI.v[ tall vaL.tmb� I QA I HS HS I QA I OA HS AL I I IR HS H$ QA QA QA o} } Y TAIL"J'TAIL t- I- I- I-1 1-3 I-4 -I- 1- 7- 1- 1- !- t-I I y y Y II I TY FAIL FAIL g6,rci3 0� I p. CTU-1 I I I I I I I I I I I I I I I I IN OFFICE I I I I I I I I �� � I I I I I I I I I I I I I I I I I AREA I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 5J3 OA FAIL Q.ODA } FAIL OOA C OA FAIL ODA GOA FIL VA FAIL VALV O 9 L VALVE �All- FAIL +TOO V ZI p QAAQA I- AIL FAIL} LOCAL RTU OCR N•� ;`- „��2Qr'ri �• OCR I I I OCR I I OCR I I I I I OCR I 1 I I I I I I I I I I I H5 I I H5 I I I H$ I } A A A 1 A } A A A A A I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I OCA I FAIL I OCA I I FAIL OCA I FAIL OCA I ��FAIL VALVE��1 FAIL VALVE OCA FAIL TOO I I I I OOA OOA FAIL VALVE FAIL VALVE HS OA I HS QA HS QA HS QA QA HS 21 QA I HS I H$ HS QA QA QA QA } I I I �tTI —JFAIL } FAIL FAIL FAIL o II I I I I r—J GATE ACTUATORti7 I II II I I AIR II II I r III COMPRESSOR R BACW AND TANK r r-J III III III II III III II II C Nw I I I I I I I I I I I I I I I I I I I I I I I I I d I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - I I n I I I I I I I I I I I I I I I I I A r-----A A I I I I I I I I I I I I I I I L_ I 1 I I I I I I I I r----- I I I I I I I I I , I I I I I I I I I I I I I J I I I Ir ----- I I I L I I I I I J I I I 1 I I I J F I I I I I I o 0 I I I I I I I I I I I I I I I I I I I I I I I I r—————-J c `o `i g I I I I I I I I I I I I I I I I I I I I I I I I I I o o@ `o mo I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I ALT I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I a I I zl I I I I CA Pity 120 v I I I L I I I I I I I I z I I I I I I I (2) I I I I 1 I I I I I z I I I I 0 a a I swR I 120 v l j I I CCD js>StEN I Y —� III 21 IIII IIIII 120 v Q rZ o o PE ? zz 1-2 F r------ - U7 o O z PE e C D E J Lj m z Li MAUIE CREEK Z POND SCREEN VAULT OUDISDIIWM VAULT VI zr Z Z z I I CONNECTION BUILDING Q z NI I I 10 45 I I I U I I ZI I PE _J N N I I I I F 1-4 1-4 ---- N I L Y m U / I U FLOW VMEASUREMENTT s I z o I I nJ a I I I ZI _ PROJECT NO. ------ } I 0117.010 L-------------J SHEET NUMBER RECORD DRAWING a 0 DRAWING NUMBEa